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Spanish Walk Alegria Tract 33837_1
REVISIONS SPANISH WALK ALEGRIA SUMMERS/MURPHY PARTNERS, INC LANDSARCHITECT REV. SHT. DESCRIPTION DATE BY 34197 CO SET H CHWAYS SUITE 200 DANA POINT, CALIFORNIA 92629 Q (949) 443-1446 FAX (949) 443-1631 TRACT # 33837 �O �PNMu Cq PF P q h � M y � o d �y G rn LOU -i Signature 7-31-08 PALM DESERT, CALIFORNIA * Renewal Date J'T Date �P �TF O F CA0I () These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, SUBMITTED FOR APPROVAL Inc. and their use and publi— MODF- L COMPLEX AND COMMON AREA cation shall be restricted to the DATE original site for which they APPROVED were prepared. Re—use, repro— DATE duction or publication by any method, in whole or part, is RELEASED FOR BID prohibited except by written LANDSCAPE PLANS DATE permission from Summers/ CONSTRUCTION SET ISSUED Murphy & Partners, Inc. DATE AGENCY APPROVALS CONSTRUCTION NOTES AND LEGEND VICINITY MAP CONSULTANTS CERTIFICATE OF PROJECT C❑MPLETI❑N O Project Name;_________________ Parcel Map or Tract No,:----------------- NOTE5 LANDSCAPE ARCHITECT IRRIGATION CONSULTANT Project Location;__________________________________________________ SUMMERS / MURPHY PARTNERS INC,. 5WEENEI' $ ASSOCIATES, C 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, , ING INC.. Maximum Water Allowance MATERIALS AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL 341q� COAST HIGHWAY 35-730 5<*r CANYON DR. SUITE: C, �W- CIn hundred cubic feet) CONSTRUCTION ELEMENTS AS 5HOWN ON THE DRAWINGS AND SPECIFIED DANA POINT, CALIFORNIA �262� MURRI E:TA, CALIFORNIA. �2653 p 1 Estimated Total Annual Water User HEREIN. DINAH SHORE DRIVE (714) (o42-44'71 (.5151) 461-6830 ________________________________________________ (in hundred cubic feet) 2. ALL WORK SHALL BE PERFORMED BY A G-27 CALIFORNIA LICENSED SITE CONTACT: JOE LASGOLA (�51) 461-6550 �aaaa� Preliminary Project Documentation Submitted: (Initia(s indicates submittal) CONTRACTOR. Grading design plan 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE AVENUE 35 ��7o F� CIVIL ENGINEER ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP w �A� FF�jq 2. Landscape design plan TO GAL-05HA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. Ld Y STANTEG 3, Irrigation design plan GERALD gi��Qo 2-71 RANCHEROS DR. STET. 300 -- g g p 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR qp ' 4. Irrigation schedules WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES w x`o SAN MARGOS, GA C1206Q-2Q-T6 et AND STRUCTURES. THE CONTRACTOR SHALL TAKE 50LE RESPONSIBILITY w (760) Sq1-3203 CV Post Installation Inspection (Initials indicate completion) FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF w > DR. (-160) 5cl1-5201 O M I` SAID UTILITIES, INCLUDING DELAYS. Q w N M A. Plants installed as specified w w I RANCHO MIRAGE z PALM DESERT W r B. Irrigation systems installed as designed 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT 0 � ARCHITECT ~ LO DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL o <;' ; Comments;_____________________________________________________ COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE FRANK SINATRA DRIVE Y -•< ___________________ ________________ OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. o ROE3ERT HIDEY ARCHITECTS, INC. W ------------------------ ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE 1555 I RV I NE CENTER DR., STE. 200 W 7 I0 O A copy of this certification has been provided to Owner/Deve(oper and District DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB IRVINEE, GA C12615 W W) Comments_ SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY �� R�� VICINITY MAP (�4�) 655-1550 Z is rn ---------------------------------------------------- CONTINUATION OF WORK PRIOR TO THE RE50LUTION OF D15CREPANCIF-5 15 N.T.S. I..------------------------------------------------------------ AT THE CONTRACTOR'S RISK AND EXPENSE. (Q4�) 655-155�f O 10 d 02 It is my opinion that the work outlined above has been completed in substantial (,� Q accordance with,, Coachella Valley Water District and The City of Palm Desert's W Landscape and Irrigation Guidlines, LEGEND W � c� SHEET INDEX W = °- CO ------- ---------------------- ------------------------------------------- -- LOCATION MAP °` O Landscape Architect Signature Date License No, DIAMETER (53.60) EXISTING SPOT ELEVATION Z N W Z A 33.60 PROPOSED SPOT ELEVATION S OD > O FF FINISH FLOOR ELEVATION r GF GARAGE FLOOR ELEVATION HT HEIGHT SHEET NO. SHEET DESCRIPTION O r V WATER CONSERVATION STATEMENT PE PAD ELEVATION BGR BEGINNING OF CURB RADIUS CO TN TOP OF WALL ECR END OF CURB RADIUS T-1 TITLE Z T TF TOP OF FOOTING ELEVATION TO OP OF CURB LC-1 CONSTRUCTION LAYOUT PLAN BA BOTTOM OF WALL BC BOTTOM OF CURB :5 THE LANDSCAPE AND IRRIGATION DE516N INCLUDED IN TH15 LANDSCAPE T5 TOP OF STEP Eli EXPANSION JOINT LD-1 CONSTRUCTION DETAILS a PACKAGE INCORPORATES A DRIP I RR I GAT I ON SYSTEM. Be BOTTOM OF STEP 5J SCORE JOINT W THE PLANTING DE516N USES DESERT PLANTS COMPATIBLE WITH LOW WATER GB CATCH BA51N 5C SAW GUT LS-1 CONSTRUCTION SPECIFICATIONS CL USAGE AND THIS DE51 GN MEET5 THE G I TY OF PALM DESERT'S WATER USE FG FIN 15H GRADE R RADIUS �\ I P-1 IRRIGATION PLAN U REOU I REMENT5. FS F I N SURFACE RDWD REDWOOD IL-1 IRRIGATION LEGEND, CAL CS, AND NOTES a Cl) HIGHH POINT HDR HEADER \ Q Z � REFER TO SHEET IL-I FOR THE C.V.W.D. WATER CONSERVATION CONCEPT LP LOW POINT LA LANDSCAPE ARCHITECT �� ID-1 IRRIGATION DETAILS 1= Z FL FLOW LINE MIN MINIMUM \ STATEMENT. OG ON CENTER MAX MAXIMUM \ 0 /'y�` IS-1 IRRIGATION SPECIFICATIONS 0 GB CATCH BA51 N MJ MASTIC JOINT ,\ Cij. LL PL-1 TREE, VINE & GROUNDCOVER PLANTING PLAN W J w CITY OF PALM DESERT LANDSCAPE TG TOP OF GRATE ELEVATION TYP TYPICAL - PLAN J Q INSPECTION SCHEDULE INY INVERT ELEVATION PA PLANTING AREA � �^ �� PL Z SHRUB PLANTING Q v Q BB BOND BEAM ELEVATION ,off PD-1 PLANTING DETAILS Z I) 5LEEVING / GRADING cf b ALIGN �� ci,� cy PS-1 PLANTING SPECIFICATIONS w O a. Sleeve diameter, type depth and location 1.0% GRADIENT IN PERCENTAGE /0 '9 NOTE: J W b. Soil surface drainiage, elevations and trash (including weeds 4 rubble) O - �� 70 ANY CHANGES TO THE APPROVED PLAN MUST BE Q p 0 SUBMITTED IN WRITING TO THE G I TY OF PALM HARDSGAPE / BOULDERS-GOBBLE 4: 1 RATIO: 4' HORIZONTAL DISTANCE PER I' OF VERTICAL HEIGHT �Q DESERT FOR APPROVAL PRIOR TO INSTALLATION C0 V 2) J a. Sidewalk and wall layout R RIDGE \ \\\ = M Z b. Utilities location \ D 4 NOTE: co a Z c. Boulder t e,size, wei ht and placement GB LL yp g p GRADE BREAK o o d J � ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS 0 Z � O W 3) IRRIGATION 5Y5TEM ROUGH-I N DIRECTION OF FLOW PART OF THESE PLANS ARE NOT PART OF THE G I TY OF PALM DESERT'S % Q u UJ a. Trench depth �� LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. 0 a O b. Pipe size and class DRAINAGE PIPE ` APPROVED - C0 F— t� 2 Ll1 c. Pressure test (125 psi for & hours) FINAL LANDSCAPE ~ I T 15 THE OWNER'S RESPONSIBILITY B I L I TY TO OBTAIN ANY ADDITIONAL ® ATRIUM DRAIN oa>F A L AC `" _ �_ APPROVALS THAT ARE NFCF-55ARY FOR WORK THAT 15 TO BE 4) PLANT MATERIAL (trees shrubs) ��� sr _ PERFORMED A5 PART OF THESE PLANS / SPEGIFICATION5 UNDER OTHER SHEET DESCRIPTION a. Condition DECK DRAIN a n DEPARTMENTS JURISDICTION.O wasWEANAG . o b. Type - WBED o o ' o o - o TITLE RECEIVED � � � °'� SHEET ���� � r 2007 c. Placement TURF DRAIN 5) GROUND COVER (Decomposed granite) ---31--� PROPOSED CONTOUR T These plans have been reviewed by the Coachella Valley Water District in accordance 1 Y 1 0 2007 a. Type n with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. 9� v b. Depth and spacing —31—� EXISTING CONTOUR requiring efficient landscape and irrigation design in cooperation with the local DESIGNED C. Compaction ----� _- - S T R G governing agency (City or County). "Approval of this drawing by CVWD staff does not SMP C_)� BERM - BUILT-UP LANDSCAPE GRADE FRANK S I NATRA constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, DRAWN 6) FINAL walls, and permanent structure of any kind may not be planted or installed in CVWD CHECKED SMP a. Irrigation DETAIL REFERENCE �0-� and USBR easements or right-of-way without first obtaining an encroachment permit SMP Valves, boxes and wiring SHEET LOCATION GilTY C 7 i : � ` ,� ��' �O�i A T� O N from CVWD. DATE Controller operation and site specific yearly irrigation schedule �� =. r w� .- 1.17.07 (required by City of Palm Desert Water Efficient Landscape SECTION REFERENCE DATE WATER MANAGEMENT SUPERVISOR JOB NO.124455 Ordinance) 1 p ' � ' � .��, 7 ��- 7 C��ILEa-Title Sheet � Sprinkler, bubbler and or drip emitter type, flow rate and SHEET LOCATION �Pc��O Cp s , % ,- a ,®- quantity per plant. ,J APPROV O CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR SHEET NUMBER Overall operation � o R As built �, " BY: G I TY OF PALM DE5ERT 5UBM I TTAL #1 O 1/17/07 b• Tree staking po DATE: S- w KEY MAP (PLANTING ONLY) T�l c• Overa I I �G S�`d� PLAN SET 'B'- G I TY UBM I ALPLAN SET 'A' - CITY L#3 03%Q/07� PLAN SET �C� �� p NOT TO SCALE PLAN SET 'G'- CITY TY APPROVAL SET 04/30/O-i Nil NOTE SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 C� DATED: 04-30-07 OF 12 SHEETS ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY RE-INSPECTIONS. ISMP PLAN CONTROL -01-07 I I UTIL/TY 5YMSOL LEGEND ; :I I ® TYPICAL A/G LOCATION M KEY MAP I'N"'Ly TRANSFORMER (ABOVE GROUND) L IN\IIN I �� -�((((((S---1 �00<<�zL 'N IMAN Y -I�1-1-1-�-�11j,,I"--.-"...��.-'.-..�..��-...,.-.-����--��-�--'1-�-/--"--"-'.--.-��.--.'..�..(1I-IIIIII.."-.-.--��.1..--"-.,�1...--.�.1.--.I-%--..�k.---j"rII-a-IIIIF!.-I!I.-1V/.:--,\.�'�..,,�...-.I1 I,,,I-,,.I,�r,,"".-.I_,I,-`:"rr,-,�.,-,.�r,r:��I�"II...::',::.I�I..r--�:":',..r,,�:,�1"I.-`:_:.�-",r-I.I�,/�.1 Ir:r:�::"�,.�.:,:1-.:r,.:�,.--,.,:r,�r:�.::'x-.Ii.-1:r.,I,:-:�..,-1:r"':,:'w,:..--�I.,:r,r.,..,.�,:.-:lr,,>�,::-:�,�'...::I::.::,.::.:'�-�,,,�.,.,,.�.::.,II.�-."q.:.,'.,,,.7�:'.....�:,:,.,.,,,,:,�,...,-:I:r..,:,.:.,�-�.:-I. -:.r.r,�.:..I.,I::I,.::.":�,,.-.::.4r,�:"�..I,r.".�:�.r�:�..,-...1I:II�.1�-,1-/"I/,Pi.:,/rIp�"1�,I6..1.:.1"�,:4�-.,:r.:I't..,,I:�,":�II.t I.�I�III"I:I.I�,-:,"",_r-"I�,"/,.,:.,I.:r�,,*... :-"�,��*/..::�r-�"-*�r:I-.-.,�.',,:W"-�,o._:I,,�-I.',I:..A,�:,:i:,.II,::,�,�.r,"":.r.�.r,:."�_,rI�.rI:...r:�r,:,�,,.rI--I:-,r:.�:,:I..",I,::-,,.,:.I'.**":�1r.:.*.:I.":.:,".r:.,.��:.I6,��,.::::.",,".\*r,�:.,-.',r:�,".,-,"I'.r::I,.,-..I�.r>:1�,I.-II.:r::�,.�,-.,�.:r:,.:,I,,I.::,.":,�..I,_.,.,�:,...��j X:rr..-r1.�.::..-."..`/,:/.-:.,,,"....r,�:.1 I.�"�II��.I-�.;,:rI,,.:,."rr�r-1I",I,"-..r"r',.'r,(..:�/-I.',.r.I�,-.::r 1..I..-.�r,.,-1....D..,,......,,."1,.,.,.,,..,.,:I\.1I.rr:>�..,-1,:r::-I...a r:,r�..1.,,'r::�I�.,rr:rr".,-rI:r..,,',.-.,..",,6-1.II,",r�.�."Ir..I rI I.�.I.Ir�.I�/.I,I Ir-r...,&V.1,II/....r.,,,r,�-1�. .Ii,.1".xrr,-P�...r I.�II.,r..::.,",,r.,r,i 1",�.1I...rrr.�',.5�I1_'I��,-,�,,",,-ri,-I,..LI�I' PRIMARY PU I./.:"'-,."5eE,.I".:1I.I 1-.':.4,.r�.:,[:/'."�. ,II": .\.,".I:.,.r I�/:,. ..,,,II,.,,z:r.:.."r*,,r:,.. I�r,,".r,,,:..r.,I_,r..".,r.,I.,\.�I,,I�..rI."_r" ,�-I.rr,r,"r =-�I�:9'r.I,, . ",r"<':. j�rr:": ,r:"(,��I :I(0t :j=UIL - X " l 1 1 lwP LLBO LUSH +-; , . (F ) , III � O A r NI PA K I N6 a A ATE PO MQ37 L t2 14E ND �i E , I +' V j. p ti M14 3N oG MAI BOX 'P, ` ,4 h�f ED AT I� -L L L ND ,� E aH L. � >- r < . S3 I sa:-210: 100 �� j0UZa?MoU df * M- .D>L E.R S/0C0=1j� PHY <Td E S INIIII J <E,/r\C -oLM"WO".-J"O" 1.�< (0I..C.1U tx=p.i..o Oj F<>505LP--O 0A Y. 0 doN R G .-' I � . , r: II II LANDSCAPE ARCHITE S r � Ate G N ER D Ta CT RULI..D uT » Q � TE � � ti 1 ® I-1 TRI X L i X30 ELEG GAL BO LUSH (F ) A O 34197 T COAS HI H AY SUITE 200 v� R C W � � ti I U T.% /TaND O N 1' 5 1�'Rc7 T 17UG N f , a, I 11 II r . '9 1 DANA POINT CALIFORNIA 92629 X �/ C I-f 80 TE EPHONE X U L BO L SH 0 (F ) I r; �, Y . ti `N 14 N 5 � � n� N L 8' � O PLA L E w; ,� VE S raU I 949 4 - ,` ` J �-' 31446 FAX 949 443.1631 >r � //ww 9 X9 X 'v GAB TV. BO ABOVE GROUND LE '9( ) R, 1"Y M fi 1,C dF R D PPh'OV T >r 4 l AL E5E1Z ,A I �' Y � f.u � I. 1:, A 5. I I t / O N I I � 1..ATE D 1"E , � DAD � I IRRIGATION CONTROLLER POWER PED. S12 / I. e. ( n u 1 1 . I i O A A , ,, FIRE HYDRANT A1 I , 0 / 11� .z ,#1 MIN r•;Nr a I '; I _ F. MUr �I NiRI �I�I�I�I�iNIMf �R' /' *: ,M1' i1M�nl�lllr� *. 91M *, �! l h ... .... . . r, ., :: i WATER R V G l METE i o ti T': P.A d G i1 4 l ..y �l t/- �, ��: YA RA Y Y RD D IN �! Q n S 4 » �. I s': 1 , t I Si nature RA 9 '; 1� 6 TE INLET i w - t H 7-31 08 II Rnw r b e e al Date P.;A.. , ® BUBB ER BOX I L --- - I s Date, € a P DRAIN PIPE T is q - o 0 l k ^^ C O 'r O 1 i. F CA L I. k` 1 F OW IN E ■r. L L 4 ar NN. 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IIIOV. BOLLARD LIGHT 9 . . • ::: . . . . . .. . . . . . . . . . :::.>:::: :f;.: I -.1-. �... . , ,: ;; accom an in s ecificationsP A . : , 1P Y PiTHIS P AN REF EGTS REG S 1L L OMMENDED I ::P.A.. . r the exclusive ro r f- ae et o : P P Y _ . . . ,; 11 .' IGHT FIXTURE LOCATIONS O Y THE , , L L NL _ : T I m r h n r I Su mers Mu & Part e s t8. PY . 6: ,,, . t „ _ . OWNER SHALL HAVE THEIR ELECTRICAL _ , FRANK heir use and ubli , ' .' Inc and t Ig _ S I NATFtA . ; ,, P ,: ,: ,: , , FIXTU ENGINEER RECOMMEND ACTUAL t: ' ' ; ` !' cation shall be restricted to the _ _ - -- �a :. 3 ELECTRIC ENGINEER SHALL BE : y � ri final site for which h h o c t e NOT TO SCALE 9 Y ;i. RESPONSIB E FOR E EGTRIGA L S-9 ; L ALL L L were re aced. Re use re ro . F. a3. : , N . _ . . _ . . . . ./ ,. DESIGN AS NEEDED TO MEET THE CITY OF P P P 2.4 : . . . . . . . . . . . . . . . . .. . . . _ . . , , , j , .- , { : ;/ I i n r li i_ : : ,-. ,; duct o o ub cat on b an . . . . _ . . . . . I. _ _ :. . . , . Y Y k , ,: PALM DESERT 5 LIGHTING ORDINANCE. P ...._ , k.. , --.: 3 I method n who e or art s 6 a s ,. I:: P , , '. . ;; ;. oh tilted exce t b w itten , .� , : ' ,. '; ALL LIGHTING SHALL BE APPROVED BY ; , y. r . > < . _ r. i fr , . . . . erm ss on om Summers . S9 S9 THE C ITY F P M DESERT P A P , S 9 _ . . O AL L NNING _ . . Partner . . .. .. . .. Mur h & s nc. _ . . z . I Y, � w : :� ,:. ;;; ; DEPARTMENT PRIOR TO INSTALLATION P Y 1 w : ,, 1,` 4 l ' ' f: 1 t< �, f t 2 b t::r S8 �';. /, .y ... �, f :: x / nu S/ /, u -f=- 1 I , / ,i // 12 0 f. S <; , f : .f :. I ,r,�-,rr��:rr�--,:/rr�',,.z r,.)'.:.-�...:-."1.�,1.�1,�I,:,"1'','�".II:,/-p./r7I,�I�,:�I�/_:_I,:,I,"Z 1":--,..�,I-I,."I",I.�,1.r,,,'I"�I"'rr/_1,�.:.r,0-:"-:1.r:,"�rI,I:/re�,,:I r,-d�:"'r.',::.I-I I I":-"::"::..:�/I.,,,�,.�:.'I/:,rJ1.:.1.�,:..:1I.',,':. :�:?.`-,,,;\,.I 1r.�,,"i�.r,r.�r,".:-"r�r,..:�",7r:.I:,-.::.I.',��:-r,.�:,,.�I'j,.--r-.:''"e�'r�.:I,-.\-..".�- 1:7I::j.-.'�:-/-,,-..I�-,..-�...�,..:..1_,.�',�:.",�,:.�.,-.r.:.1';:I",,I:.,,:-"��,�,:1.-.,",:I(����I,:I�I . :. .�II.rI....:\,�M:Ir,!,:---Irr:..,,,::-*�r:I"r1..I:1 r,,,,I:.._Irr-1,. L .,�.,,,.,"./-,I,"1,,�r,'1 0 I.,�,Iv::.C�-�,II:'.��..'��,Ir,,l�r./�.,.,:I�1:rI r lI:�-,:r�_,!,I::,_,'11::rr.pr1r�r,rr--"rrrI1,r__ r:0 Ir I __.-_____ I ,.:....q. :.' -- fit.._-: , ,.,.I P.A. Eta I I _ S-9 4�.' S-6 I -� CONTRACTOR NOTE: --■- S-11 4 : S-11 S-11 COLORS AND FINISHES SHALL BE INSTALLED AS I ND I GATED ON THE - _- ALL HARDSGAPE MATERIALS, Z ..I..,:,_.,� S-12 I APPROVED PLAN. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WHEN CONDITIONS ARISE THAT O ......I...............I z P.A. P.A. P.A. P.A. P.A. P A WERE UNFORESEEN AT TIME OF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE FIELD N - - - - - - - _ _ ,- I MOD I F I GAT I ONS TO THESE DES 16N5 WITHOUT THE LANDSCAPE ARCHITECT AND THE G I TY OF PALM ........ I O DESERT'S REVIEW APPROVAL. _ -_-__ I, - 5/TE IMPROI/FMENT5 - e SALES S-8 Tel. Q r/'1 `� 5YMBOL DESCRIPTION COLOR /F/N/5H/5RECIF/GAT/ON VETA/L 0 V.! I I TV ff , ,i , , ' k .........--.. ,� OFFICE : : S-1 CURB It GUTTER REFER TO THE G I TY OF PALM DE N/A O I SE RAD I NG P AN I D APPROVED PREG 6 L G.F. 160.7 I SERT S-5 --------- I pi' 'STREET5CAPE' CONCRETE REFER TO STREET IMPROVEMENT AND N/A f UNIT 2 DUNIT 3 I SIDEWALK LANDSCAPE SWA PLANS. / �VIODEL MODEL UNIT 3 SNIT 2 -; I I CONSTRUCTION WOOD COLOR: STAIN/ PAINT PER OWNER. 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"�,:�r11.zI-�I:1.��,,� /:,.'r:" ,r-..,-:�r,,.r:,�r,:..-,r,I��;:_'"'.,r,.*:',r"":�-.-3.d::.:'7:r:,.I'���".�",:�z r:I:-I.��:",�""�:,."'.,,:",:'.''.::'��::., .'I,,.r,�r,"".r:"r." :.::1::.51:.::zr.,r::r.,1 r I:,:r�r.I"":�r r .rI:� I. _ I P BUILDING TRIM COLOR PALETTE S-9 t0 \P.A. ��..�:-"1.X��r'.1,-, /...�: '��'�,.7,::,f�:�!.p Ir�',,..�..-,�, ,.,,.�,:I-�,.-'I..4,��..J:1-,.:,r,.:',r.�.."/;,.;,"IrI:'.�,:,.,:I,.�.-.r.� /��''.I�,-::�.:p��:":l<::^,.�-'.II".-';I*,,..I,,:,.'�;1 1.,��`.2�:�!:.I:1,-::I.:�I�:-�:."�,.,:�".-r/..1�,I I,-�..p�.:1.,r:,r,--."/"I" �:-��:r:I,:..:."',:�.,:I:.��;i 0�":,�.:,�.::r. ,: F' I� I ®.7 I M �, I `' 2 S-D WOOD LATTICE SCREEN COLOR: STAIN / PAINT PER OWNER SEE DETAIL G V I FENCE COLOR TO BE SELECTED FROM APPROVED SHEET LD-I N ...............%..... F.F. IC I.45 I I BUILDING TRIM COLOR PALETTE O M I - : II UNIT 1 `n M la BLDC. %% 36 ----�- ,-- $_5 TUBULAR STEEL TRAP FENCE COLOR: TO BE BLACK / SELECTED SEE DETAIL A N M F.F. IC>I.4� III WITH MAINTENANCE SATE5 FROM APPROVED COLOR PALETTE SHEET LD-I - , S-12 S-12 S-12 �: IS 11J r, 26 UNIT 1 .. 24 ' a VINYL A/C SCREEN FENCE MODEL: 'POGONO' PICKET FENCE PANEL N/A ~ I ,; P.A. I S-8 i6 PANELS FROM: FENCES FOR LE55 (500) a35-625� 0 MODEL S_9 \ S_9 CONTRACTOR TO PROVIDE SHOP DRAWINGS W I I S_2 FOR POST SLEEVE FOOTING AS PANELS ARE E;: \> TO BE REMOVEABLE FOR MAINTENANCE. W O 0 36 = I COLOR TO MATCH BUILDING EXTERIOR. W LO ° .} S-9 DTUBULAR � N °_ _ _ STEEL HANDRAIL COLOR: TO BE BLACK / SELECTED SEE DETAIL D Z 2 - " FROM APPROVED COLOR PALETTE SHEET LD-I \ _ P.A. - ' `' contour % r'/,, O d P.A. / F 1 p. SD CONCRETE STEPS COLOR: NATURAL GREY SEE DETAIL E - W () M IS 36111g'I � P.A. P.A. , - - P.A. 18" ' FINISH: MEDIUM BROOM FINISH SHEET LD-I (� _ Q 36 -- REFER TO THE CITY OF PALM DESERT 24" P.A. I - 6 LLJ ... � P.A. ,,. 6 _ r�: I APPROVED PREG 15E GRAD I NS PLAN FOR : 0 �r \ ,�,..-r.._.,-.:1..:.,�.-�,.1':-\',/...:,*:-,,I�:�r. �:",-I,.*-::"::I/..,,-,:,��_"F/.:!�,-I.�"..,�.�: �.".,'.:'l"*.,,'�:�/,I:1�.".,.AN.��...�r.-::��,'�"�-1:r:,'_..:!.�:j.1I.:r..�,�,'-�.-,,"'.;�:-...�,'.II�':,;:>,,,I-�:1�Ir'�-II I:"PI.:IIr:."I:I:-.�:II.".I.,I�I� :,:rI I:>�-�..I�:,".r:I.:f�1r.,,�-.,I I-,::��I I I..:s I%,1::,,.,1:::��,1,::".I.-:I.1,":I�%.,:�,��-.�%:,.%.i%:.,�I-..:I"rI��,,:,!,�.I,::�0":�::/::�I.:I::�r I�,::�I."":,�,�-I,.I..""I,..��I-�:I,.:I�.'-I:�I.:7,:"I.-...:�r.I...:/rI.I,....:I,:1.I�-."_I,.�:-�II",.I:I".-I i-�".I:-.;:/,�:r.L.:r,�:,:r,�.'-:'rL..:,:/,:��r,:,���,'r�:!.-'I:rr"1��',:"."�.:.':_,..r.",,,I.,,,r�7._,..>;,./,�,/-:,I:-.":-./,.�'-,:�....":.r,;,:..I-..;-.:�r/",,�r��..�",-:I,I.:1:r"1':-r�.:r.,�-.:--. \ Yt.; r II contour contour 11 24 I ACTUAL QUANTITY 8 LOCATION 0 - �I 24 S-6 �� f 1� IJ I"/�.r.�I"".r�r.��..,,-'".,.-..I1,.,�... rrr .I..,..,.�-.".":.�,:r�"'I:r/,��,."�I-/I':,.',:,-lr:",.�',,.,./1.:1-�.�r�,,...�,,�".".--:1".-;�I..r1.,.",". I'../,..�r,,..r..,, ..-...�,,,r/-.�,�.:/.,.�,.,..�r, r,I�:.-:.rr:-",.-��,.I���rr l "1�,,:.,:.:.::,'::.::.':,:./I.-I::1-,,..: .��.,.1:i�/ �:I.r,":.'":.:,.II�'..l, --�� - - - - - .. I' -�J r f I --- I- ,. - 24 I 4 I W - - - - - - - 5611 ".� /, '.r.,rI.,.�,-,.`.I,,,..�,I�.��-�::'-.�-::I,:�.:�.Ir�,../:/, I.,,:r:.�r�,,�-.,,-:r,'-,,,1,."- 811 . I Q 11 I Q 11 : C/ CJ i S TA H- - 36" 3611 ;,\l C� 18 II I: - - - _ ` ` 1 1` V yi O - _ -,� -�, <, REFER TO BOULD R 4 ROCK NOTE SHEET LD I I Z - _ _ _ _,__-- TH15 SHEET J - - %,,:, 24 , REF E,Z TO ;i L N_� -Ir - - �.., r _ DRY STREAM BED REFER TO BOULDER ROCK NOTE, SEE DETAIL I P�2EP .Ip SINA, }-��-,:_; -% P.A. THIS SHEET SHEET LD I V� i--- - 24 - >� l �'. i L. REFER 70' PUNS , ' - - _ `'- ' I I Z S-11 INTERLOCKINS PAVERS PAVERS: BELSARD MEGA-BERSERAG SEE DETAIL F :,-":.,,"""..r"I:I".�,.:I:�I,,.:,:,,�:,,",:,/I-I R PARED BY 51 �;." - - - - - _ _ WITH CONCRETE BAND COLOR: TOSCANA BLEND SHEET LD-I f - - - - - - - - _ - _ _ \ FROM: VALLEY BLD6. MATERIALS 0. S-5 S-10 ;` CONTACT: EDIE MARTIN (94cl) 5a8-0256 s-8 � W S-10 BAND: NATURAL GREY S-1 FINISH: MEDIUM BROOM FINISH Q - REE1 TJ PLP�NSA Q O S-8 P. ' PA -D 57!(RC V) RE SW A S S 5 S S 12 CONCRETE PAVING COLOR. NATURAL GREY EE DETAIL G � J E S_1 0 O FINISH: MEDIUM BROOM FINISH SHEET LD-I Q 0 Z S-7 INSTALL CONTROL JOINTS AS Z - S-10 INDICATED ON PLAN cr _ S-2 0 LL J Q W Q VQ PRIG/5E GRADING PLAN NOTE CITY OP PALM DE5ERT I - Z THE PRECISE GRADING PLANS PREPARED BY lNSPG T/ON SGNFIDULE NOTE W 0 STANTEC AND APPROVED BY THE CITY OF PALM REFER TO THE TITLE SHEET FOR THE CITY OF . co 2 DESERT SHALL BE 155UF-D TO ALL BIDDERS AND PALM DE5ERT'5 INSPECTION SCHEDULE. W 2 I NSTALL I NS GONTRACTOR(S). THE PRECISE Q 0 ° GRAD I NS PLAN 15 AN I NTESRAL PART OF THESE LANDSCAPE PLANS, AND I ND I GATES ALL Q) V NECESSARY FIN 1 SH SURFACE / FIN 1 SH GRADE ELEVATIONS, DRAIN HEAD AND DRAIN LINE $OULDffR $ ROCK NOTE = M a Z LOCATIONS. CO M ALL LANDSCAPE BOULDERS TO BE * LL Q A HOUSE P OTTING OT CONFISURATION AND "DESERT CHOCOLATE"- AGTU L L , 1- CONTRACTOR TO PROVIDE NOTE: t Z V O W FINAL WALKWAY / DRIVEWAY LAYOUT SHALL QUANTITIES 4 51ZE5 AS NOTED ON w CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN TYPICAL LAYOUT PLAN. - Q 0 ON THE APPROVED PRECISE GRADING PLAN. ALL CONCRETE, MA50NRY, WOOD AND STEEL WORK IDENTIFIED A5 0 L = . PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DE5ER7'S a ALL DRY STREAM BED ROCK TO LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. • BE 2" TO 6" "DOS RIOSI' UNLESS NOTED OTHERWISE. IT 15 THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL SHEET DESCRIPTION ALL BOULDERS, ROCK AND APPROVAL5 THAT ARE NECESSARY FOR WORK THAT 15 TO BE ASSRESATE5 ARE AVAILABLE BY PERFORMED AS PART OF THESE PLANS / 5PECIFIOATIONS UNDER OTHER CONSTRUCTION SOUTHWEST BOULDER. DEPARTMENT'S JURISDICTION. PLAN www.9outhwestbou Ider.com DESICNED SMP NOTE: DRAWN NO TREE5 SMALL BE PLANTED loll THI N G.V.W.D. EASEMEN75 OR TSR RI6H7-OF NA`I'S. CHECKED SMP DATE NOTE: CONTRACTOR SHALL IIDEN71F`I' AND N071F`r 01.17.07 LANDSCAPE ARCH 1 TECT OF ALL UTILITY CONFL I CT5 CA FILE 455 PRIOR TO IN57ALLA71ON AFegriaMConst SHEET NUMBER SCALE : 1/8 II = I '-0 II 510 2., NORTH OF 12 SHEETS 05-01-07 i i I 7r � 3 loo 4 5 2 `� 3ALL WOOD WORK � > � > � � � >' v` 4 � I SUMMERS/MURPHY do PARTNERS, INC IDENTIFIED AS PART OF o r m LANDSCAPE ARCHITECTS tu THIS DETAIL 34197 COAST HICHwAY, SUITE 200 0 0 - 5 - DANA POINT, CALIFORNIA 92629 O -- 1 S NOT PART OF THE CITY (949) 443-1446 FAX (949) 443.1631 0. OF PALM DE5ERT'5 X X - - -- LANDSCAPE / EA -11I ° d p 00 06 o DO 0 o oo 5- DEPARTMENT'S SEE CONSTRUCTION PLAN �p,NDSCgp - - -� 4 4-11 00 o p g � o� �(� p °(i INSPECTION AND ELEVATION VIEW 1 - = o ti m l 11 1 111 -i o - _ o� _ o a� 00- - - - APPROVAL PROCESS. - SCALE: 5/5" = 1'-0" ,C -,9� m =1I -1I I=1I I=1 -1I =1 I1=1I I I 7LEOEND � -_ a =1I III III I Signature FINISH GRADE 6• I " X 2" TUBULAR STEEL GATE 7-31-08 �- - =IIII-III-I I Ell I I I=I 11 I111I; g 11I _I I FRAME * Renewal Date 2. 2" X 2" TUBULAR STEEL POST, tp Date SECTION VIEW SCALE: 3/8" = I '-O" a'-o° ALTERNATING AT 8'-O" O.G. AND 4'-O" 7. I/2" SQ. PICKETS TO MATCH TFDFCAL�F 3 VERIFY IN i=1ELD q O.G. FENCE SECTION LE(5 ND 6 LEOENI:;) These drawings and/or the 3. I" X 2" TUBULAR STEEL TOP, MIDDLE 8. (3) HEAVY DUTY HINGES accompanying specifications SECTION VIEW I. 2x& TOP RAIL, ATTACH W/ I&D &. FINISH GRADE are the exclusive property of FINISH SURFACE NAILS AND BOTTOM RAIL SELF-CLOSING AND Summers/Murphy & Partners, SCALE: 1 " = 1'-0" SELF-LATCHING Inc. and their use and publi- -7. 12" DIA. x 24" DEEP cation shall be restricted to the 2. 12 WIDE CONCRETE BANDING (SEE FINISH SCHEDULE) 2. I 50. WOOD FRAME ALL AROUND - CONCRETE FOOTING 4. 1/2 50. TUBULAR STEEL PICKETS g 6 original site for which they BOTH FRONT AND BACK, ATTACH O.G. BELOW MIDDLE RAIL, 12" O.G. cf. ADJACENT BUILDING were prepared. Re-use, repro- I. LANDSCAPE BOULDER - 5. INTERLOCKING PAVERS (SEE FINISH SCHEDULE) WITH ID NAILS 8. COMPACTED SUBGRADE - ABOVE duction or publication by any REFER TO FINISH SCHEDULE NOTE; REFER TO SOILS REPORT FOR IO.CONGRETE WALK method, in whole or part, is ON CONSTRUCTION LAYOUT PLANS q- , 3. y2 x 2 LATTICE @ 4" O.G. REQUIREMENTS 5. LOCKABLE GATE LATCH prohibited except by written �" SAND BASE REFER TO SOILS ENGINEERS permission from Summers/ 2. FINAL GRADE REPORT FOR MIN. THICKNESS 4. 4x4 POST cf. AGGREGATE SUB-BASE NOTES Murphy & Partners, Inc. 3. �f0% COMPACTED SUBGRADE 5. (0" COMPACTED GRANULAR SUB-BASE OF CONCRETE AND SIZE OF MATERIAL - REFER TO SOILS ALL SURFACES SHALL BE GROUND SMOOTH TREAT ALL EXPOSED SURFACES RE I NFORG I NG STEEL. 5. 2x4 BOTTOM RAIL, ATTACH W/ I&D REPORT FOR DEPTH W/(2) TWO GOATS MO 15TURE-PROOF PRIMER AND (2) GOATS ENAMEL (COLOR Revised March I, 200-7 per City of Palm Desert's Comments 6- COMPACTED SUBGRADE NAILS REQUIREMENTS BY OWNER) OWNER OPTION TO HAVE GATE POWDER-COATED. (COLOR PER ALL MASONRY WORK IDENTIFIED AS PART OF THIS DETAIL NOTES OWNER) ALL CONNECTORS, FASTENERS AND OTHER HARDWARE TO BE HOT 15 NOT PART OF THE CITY OF PALM DE5ERT'5 LANDSCAPE s ALL LUMBER SHALL BE SAW SIZED DOUGLAS FIR DIPPED GALVANIZED DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. - PAINT OR STAIN WOOD PER FIN 1 SH SCHEDULE (IF PAINTING, TREAT ALL ALL STEEL WORK IDENTIFIED AS PART OF TH 1 S DETAIL EXPOSED SURFACES WITH (2) TWO GOATS MOISTURE-PROOF PRIMER AND IS NOT PART OF THE CITY OF PALM DE5ERT'5 LANDSCAPE (2) TWO GOATS ENAMEL. DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. Z ALL NAILS 4 HARDWARE TO BE PRE-GALVANIZED O BOULDERS I N LANDSC_.,,AFEI NTERLOGiC I N0 FAVERS W/ SONG . BAND WOOD SCREEN: FENCE TUBULAR STEEL TRAF FENCE cc 1 W 1 I 8'-O" O.G. MAX. Q r� 2 I WIDTH VARIES 01 { 5EE CONSTRUCTION PLAN 3 12" 1211 SECTION VIEW 2 2 5 SCALE: 3" 1'-0" 6 s = (O O � N ° qt N M LLJ O O O O O O a II CO)_ll =Hl=lH= ll=HI H: 7 W - a o Wo0 o I. 2 X 6 GAP, ATTACHED W/ 16D O O . . FRONT ELEVATION NAILS E N C 4 SETION a o 1 1 1/2 _ I �_O Z I- cn 1 _ 1 1-0 I I I ' 4 2. 1/2 X 4 TRIM (TOP AND O d d 3 I. FINISH GRADE "7. 5UB-BA5E MATERIAL REFER a BOTTOM), ATTACHED W/ 7D I- CW V Q SGTION TO SOILS REPORT 1 I I I NAILS W NOT TO SCALE 2• I/4 RADIUS ALL EDGES . SECTION VIEW I u -1 - O W ~ - - V 3. F CONCRETE SCHEDULE G REFER TO 8C1 COMPACTED SUBGRADE 3. 2 X 4 STRINGER (TOP I" MINIMUM, 2" AT TURF AREAS SCALE: 1" = 1'-O" I I 1 1 - 5 I AND BOTTOM), ATTACHED W/ Ck = a' C Q H 4. 3/4" DEEP X 5/5" WIDE (MAX.) L _ J 6 16D NAILS Z 9 Z 1. LANDSCAPE BOULDER, TYP. (SEE 3. CIO% COMPACTED SUBGRADE TOOLED SCORE JOINT W/ 1/4 NOTE: LEOEN D 2 �S 00 O FIN 15H SCHEDULE) RADIUS ED6E5 WHERE OCCURS. REFER TO SOILS ENG 1 NEER'5 1. 1/2" X 2" 50. TUBULAR RAIL 6. CONCRETE PAVING (REFER TO 4. 4 X 4 REDWOOD OR CEDAR O r V 4. REFER TO GRADING PLAN REFER TO CONSTRUCTION PLAN. REPORT FOR MIN. TH I CKNE55 FINISH SCHEDULE) 2. 6 MIN. LAYER DECORATIVE ROCK FOR DRAIN LOCATIONS 2. CONCRETE STEPS REFER TO POST 8'-0" O.G. - TO BE 5. RE I NFORG I NG STEEL - REFER OF CONCRETE AND S 1 ZE OF DETAIL 'E', TH i 5 SHEET NOTE: ALL WELDS TO BE GONTI NUOUS 3 LOCATED AT TOP AND TOE Z (SEE FIN 1 SH SCHEDULE ON THE TO SOILS REPORT RE I NFORC I NG STEEL. AND GROUND SMOOTH, PRIME AND OF SLOPE WHERE OCCURS CONSTRUCTION LAYOUT PLANS) 6. EXPANSION JOINT - TYPICAL. 3• 1-1/2" SQ. TUBULAR L STEEL POST PAINT (2) GOATS (SEE FINISH :5 1 4. CONCRETE FOOTING SCHEDULE FOR COLOR) 4 � Revised March I, 200'7 per City of Palm Desert's Comments REFER TO DETAIL ON THIS SHEET 5. 1 X 6, #1 GRADE CEDAR ALL CONCRETE WORK IDENTIFIED AS PART OF TH 15 DETAIL COMPACTED SUBGRADE ALL CONCRETE AND STEEL WORK IDENTIFIED AS PART OF VERTICAL BOARDS a 15 NOT PART OF THE G I TY OF PALM DESERTS LANDSCAPE TH 1 S DETAIL 15 NOT PART OF THE G I TY OF PALM DE5ERT'5 (BUTT JOINTED) ATTACHED W/ LA NDSCAPE DEPARTMENTS INSPECTION AND Q i 5 �D NAILS U DEPARTMENTS INSPECTION AND APPROVAL PROCESS. APPROVAL PROCESS. Q 6. FIN 1 SH GRADE Q Z D DRY STREAM BED WITH BOULDERS GONGRET E FA\/ I NC-; D TUBULAR STEEL HANDRAIL Z I'-O" _ '7• CONCRETE FOOTING 0 I SEE I N5ET 'A' MIN. 5 8. COMPACTED SUBGRADE W Q W � J cc 2 6 2 cf.. GRAVEL BASE Q �V Q 3 I 24 �_ 3 � Z I�� I�� � W O 4 2 5 6 �- ° NOTES: J W ALL CONCRETE THICKNESS 6 4 3 SUBCONTRACTOR SHALL DELIVER TO oSTEEL REINFORCEMENT � AND BASE MATERIAL °° _ SITE ALL MATERIALS REQUIRED TO ti O 41 ° ° SHALL BE AS 0� °°oC °° m 6 CONSTRUCT WOOD FENCES AND GATES. M J V a ° O o SUBCONTRACTOR'S VEHICLES WILL CD Lj o ° ESTABLISHED BY THE o a GROSS S 1 DEWALK5 AND CURBS AT = M 0 Z 0 GEOTEGHN I GAL ENG I NEER. = o 0 � ° Q o� DES 1 GNATED AREAS ONLY AND WILL BE LL Q o(D �$no 4o o = - - RESPONSIBLE FOR ANY BREAKAGES IF J SEE NOTES ON THIS = °°00 °°00 °o a o - HE GROSSES NON-DESIGNATED AREAS. ��-- 4M M l DETAILM. V V O W L ALL WOOD WILL BE CONS 15TENT IN O 0. Q 0 = COLOR AND GRADE - IF NOT, 17 WILL (o V XPANS 01�1 JOINT 500R JOINT SECTION _ a = BE REPLACED AT SUBCONTRACTOR 5 `f - EXPENSE. NOTE: I = I -O 8 SHEET DESCRIPTION ALL FENCES TO BE INSTALLED IN A I. EXPANSION JOINT- TYPICAL 6. REINFORCING STEEL - REFER TO . EXPANSION JOINTS IN WALKS TO OCCUR AT ALL CHANGES IN DIRECTION 2. EXPANSION JOINT - REFER NOTE: CIVIL ENG NEER PLANS _ O PROPERTY PINK (R OTHER ESIG- 50I L5 ENGINEERS SPECIFICATIONS NUMBER OF 5TEP5 PER 5TRAIC-7HT LINE FROM PROPERTY FIN CONSTRUCTION L FOR SIZE AND LOCATIONS AND AHERE NEW CONCRETE PAYING ABUTS EXISTING 51DESHEETWALK5 TO DETAIL 'J', THIS SET = o = q -NATED POINT). NO FENCE LINE SHALL DETAILS I 2. 3/8" WIDE FULL DEPTH ASPHALT AND/OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION WEAVE OR BOW MORE THAN 3/4 . JOINTS IN WALKS 15 160.0. FOR CONTINUOUS WALKS UNLESS 3. REFER TO GRADING PLAN -� SATURATED FIBER EXPAN51 ON 1. AGGREGATE BASE - REFER TO OTHERWISE RECOMMEND BY PROJECT SOILS ENGINEER FOR RISER HE 1 GHT BOARD SOILS REPORT IF APPLICABLE. . 1" 211 ALL NAILS AND HARDWARE TO BE 4. CONCRETE PAVING - REFER TO PRE-GALVAN I ZED DESIGNED SMP 3. CONCRETE PAVING • REFER TO SOILS ENG 1 NEER'5 REPORT FOR MINIMUM TH I GKNESS OF DETAIL 'G', THIS SHEET SEE FIN 15H SCHEDULE 5. FINISH GRADE CONCRETE, AGGREGATE BASE AND RE I NFORG I NG STEEL 51 ZE AND SPECIFICATIONS. 12" DIA MIN DRAWN 5. I/2 . .RADIUS ON NOSE TSR C1. COMPACTED SUBGRADE - REFER OF TREADS �_ ALL WOOD WORK IDENTIFIED AS PART OF THIS DETAIL CHECKED 4. I/4 RADIUS - ALL EDGES TO SOILS REPORT ALL CONCRETE WORK IDENTIFIED AS PART OF THIS DETAIL o w FENCE SEG71ON SMP 6. CONCRETE PAVING - REFER TO a � w 15 NOT PART OF THE G I TY OF PALM DESERT'S LANDSCAPE 5. 5/4" DEEP X 5/5" WIDE (MAX.) 15 NOT PART OF THE G I TY OF PALM DESERTS LANDSCAPE F I N15H SCHEDULE - Q 1 " - 1 '-Q " DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. DATE TOOLED SCORE JOINT WITH DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. „ D 7. STEEL - REFER TO SOILS JOB N0 1.17.07 1/4 RADIUS EDGES WHERE OCCURS AN REPORT as .124455 SEE CONSTRUCTION PLAN C� FILE 5. COMPACTED SUB-GRADE egnaConstDetails cf.. SUB-BASE MATERIAL - I NSET 'A' SHEET NUMBER REFER TO SOILS REPORT , SECTION ALL CONCRETE WORK IDENTIFIED AS PART OF THIS DETAIL - I/211 = 1 1-O 11 15 NOT PART OF THE G I TY OF PALM DE5ERT'5 LANDSCAPE LD �l DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. J E FAI S I O N ,.-JO I NT I$ 5�0RE NIO I NT (f-,0N�RE7 57EFS Y(GRAD NG PLAN FOR STEPF PZ TO �GI5E COI `�5TRU�T I O I `� `FOOD FE I �1�E OF 12 SHE os-o�-o7 surface to reveal small surface fines while not exposing aggregate. 2. Douglas Fir, Redwood, Western Red Cedar or as shown on the drawings. Alternate method, after initial set, surface to be washed with a diluted solution of murlotic acid and water, and brushed to reveal surface lines. 3• Posts, Plates and other of-grade connections to be Redwood, Western Red011V Surface must be continuously wet to avoid acid burn. Cedar or pressure treated Douglas Fir as shown on the drawings. G. Glean-Up 4. Hardware - column bases - 'Simpson Strong Tie' or equal. Post caps and I. Upon completion of work, remove all forms, debris, material and tools from strap ties - Simpson Strong Tie or equal. Joist hangers and heavy angles - site. Simpson Strong Tie or equal. Screws, hinges, nails, bolts, and washers. All hardware material to be galvanized. SUMMERS/MURPHY & PARTNERS, INCLANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 � part all finishes Included in this specification sheet mau be included 11. BLOCK MASONRY 5. Stain And point - as selected and ShOWn On DANA POINT, CALIFORNIA 92629 as art of the finishes indicated o the construction pia finish schedule p drawin s.- refer to finish schedul but have been included for "bid alternates" indicated on finish schedule Scope of Work - Provide all labor, materials, tools, equipment, transportation and g e (949) 443.1446 FAX (949) 443-1631 (b. Concrete - Glass A minimum 2,000 PSI at 28 days. or to provide min. specification for builders "option" offer to its buyers. necessary incidentals for the completion of all block masonry as shown on the drawings, including but not limited to the following: �, B. Rough Carpentry NDscgp I. CONCRETE A. Materials I. Set all posts, beams, rails and framing plumb and true to line as shown on Murphy tiq�c Scope of work - Provide all labor, materials tools e ui ment transportation and the drawings. �� �,�� o� p p I. Slump block units meeting grade A, ASTM G-QO, concrete block units Grade a° �� necessary incidentals for the completion of all concrete flatwork as shown on the A, ASTM G-`a0. drawings including but not limited to the following: 2. Connections - make all connections as shown on the drawings.Splice lumber Signature at posts only. Utilize all nail and/or bolt holes for all hardware. 7-31-08 A. Materials 2. Cement - Standard Portland Cement ASTM designation 0-150 Type I or 11, * Renewal Date low alkali. 5. Ease / sand all top edges of exposed lumber for bench tops, low walls, etc. s Date I. Cement - Standard Portland Cement, per designation G-150 of the ASTM p \P Type 11, III, or V, low alkali, single brand throughout. Refer to Soil Engineer's where surface contact is provided. �rFoFCAL�Fo�� Report for Recommendations. 3. Sand - Glean, well graded ASTM designation 0-144. 4. Post base - set post column base as shown on drawings, providing minimum These drawings and/or the 2. Aggregate - ASTM Specification 0-33 3/4" maximum size. Decorative 4. Water - Water used shall be of potable qualit I" clear all sides from finished post base to to of avm accompanying specifications aggregates or pea rock as shown on drawings. Fine natural sand, well graded y p paving. are the exclusive property of conforming to ASTM G-144. Refer to finish schedule on construction plans. 5. Steel - Reinforced steel for wall to be Grade 40 deformed bars A5TM 5• Countersink nails and bolts in all locations where surface contact is Summers/Murphy & Partners, provided, i.e., bench top etc. Inc. and their use and publi- 3. Water designation A-165. cation shall be restricted to the - Water used shall be of potable quality. cation Painting and Stain original site for which they 6. Concrete - Glass A concrete minimum 2,000 PSI at 28 days. I. Fill all seams and cracks with Latex were prepared. Re-use, repro- 4. Steel - Reinforcing steel for decks and walks to be intermediate grade ex caulk and/or wood dough to insure on duction or publication by any �. Mortar - b volume, fresh) re ared, uniform) mixed in ratio I ppart cement, even surface. method, in whole or part, is deformed bars conforming to ASTM A-615 and/or Grade 40. Mesh ASTM I/2 part lime putty, 4-I/4 arpts sand, conformin to ASTM G-2�0. prohibited except by written A-4Q6, size where shown on drawings. p g Omit lime 2. Sand smooth all exposed surfaces is specified as 545. permission from Summers/ putty if plastic cement is used. p Murphy & Partners, Inc. 5. Expansion Joints - Asphalt impregnated felt. Polyfelt Ethafoom as indicated 5. Grout - by volume freshly prepared, uniform) mixed I art cement 3 arts 5• Prime all painted surfaces with one coat primer. ' on the drawings. y p p sand, 2 parts pea gravel. 4. Paint with minimum two finish coats for painted surfaces. 6. Control Joints - Saw cut joint 1/4 of slab thickness. Hand tooled score joints B. Lo in of Masonry 1/4" deep minimum where shown on the drawings. I g y 5. Stain with minimum two finish coats for stain surfaces. . ay a otll masonry straight and true to line with vertical points plumb over each her. Horizontal joints shall be level. Headers and corner units to show D. Protection and Cleanup 1. Gold Joints - Butt type, butt type with d g dowels. Screed key joint as indicated finished faces where exposed. Joints and bond pattern to be as shown on 1. Protect all existing work from paint overspray. 1 drawings. on the drawings. the 2. Upon completion of work, remove all scrap wood, debris, materials and Z 8. Joint Sealant - Two parts Polysulfide sealant as manufactured by Thiokol, C. Reinforcing tools from site. 0 Glass A5, self leveling or multi-part polyurethane construction sealant by I. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels v� L.M. Scofield, in matching color. for walls and columns to be same size as wall reinforcing. Refer to V. Metal Work Structural Engineer's specifications for all steel sizes and locations. Scope of Work - Provide all labor, materials, tools, equipment, transportation W Curing Material - Hunts process MD7G. 'Lithochrome' color wax for color D. Gutting of Masonry and necessary incidentals for completion of all metal work where shown on the Hdrawings, including but not limited to the followin conditioned concrete by L.M. Scofield, in matching color of concrete as 1. No cutting of masonry units shall be allowed unless shown on the drawings. g p indicated on the drawings. A. Materials E. Grouting of Masonry I. Steel tubing in sizes shown on the drawings A5TM designation 500 and/or <<<I 10. Color Conditioned Concrete - 'Chromix' admixtures for integral colored I. Grout all cells with vertical steel solid as shown on the drawings. hand forged, cold rolled wrought iron in sizes as shown on the drawin s. <<< concrete by L.M. Scofield Company. g2. Hardware - hinges, latches bolts wa 2. Grout all cells below grade solid. g shers,��screws, etc., to be heavy duty. Refer to construction details for s ecific 11. hard Dust-On Color - 'Lithochrome' color hardener by L.M. Scofield Company. p ware specifications. 3. Provide minimum 3/4" between steel reinforcingand blocks. Concrete - Glass A concrete minimum 2,000 PSI at 25 days and/or 12. Surface Retardant - 'Lithotex' top surface retarder as menufactured by 3. 'For-Rock' as shown on the drawin s. L.M. Scofield Company, or '51ka' surface retardant or 'Ru esol' as F. Weepholes g g co manufactured by 5ika Corporation. I. Open point weep holes at 32" O.G. maximum on bottom course of retaining 4. Paint - Zinc Chromate primer, 'Rustoleum' finish surface coats ore ual. W walls with I cubic foot ravel if shown on drawings or approved drainage 'Metalizin ' or galvanizing or owd q' B. 5ubgrade system per Structural 2ngineer's specifications. g g g p er coating if shown on the drawings. N O I. Grad M e all subgrades to a uniform depth and compaction. Moisten all G. Expansion Joints B. Fabrication and Installation to � subgrades prior to pouring of concrete. I. Contractor shall make all measurement for fabrication in field prior to N M I. Provide vertical expansion points in wall per local code and Structural start! Engineer's s ecifications. starting work. W ^2. Out all footings in undisturbed or compacted soil. g• p r H LO 3. Place sand or aggregate base as directed in the site specific geotechnical H. Waterproofing 2. Horizontal bars to taper with grade or step with grade as shown on the O� report and installation recommendations. Contractor to obtain a certified I. Waterproof all retaining walls below grade asphalt emulsion, 2 coats. drawings. Vertical bars to be plumb. copy from the general contractor or owner. e w CO) W G. Welding W O X G. Forms I. Gleaning I. Weldin to comply with the re uirements 0 I. Use only finished lumber. Set all forms true to grade and position. I. Glean all masonry work, remove all mortar stains. of standard code for ARC and W 0 0 gas welding. p y g' � N 2. Upon completion of work, remove all mortar droppings, debris, materials and Z � 0 2. Moisten all forms prior to pouring of concrete or use approved form tools from site. 2. Weld to only clean, rust-free surface. �release agents. 3. All welds to be continuous and free of cracks, craters and porosit . Tack W U D. Expansion Joints III. BRICK MASONRY welds not acceptable. y U W " a Scope of Work Provide all labor, materials, tools, equipment, transportation and p I. Place expansion points in concrete at intersection of concrete and fixed O W Q � necessary incidentals for the completion of all brick or stone masonry as shown on 4. Grind smooth all ex osed welds, match ad 'oinin surfaces. Lu - C) structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawings, including but not limited to the followin p g es. = a the drawings. g � Q 5. Plug all open ends and tops, and weld. Z Q W Z 2. Place control joint in concrete not to exceed a horizontal spacing as A. Materials D. Painting co� O specified by a soils engineer. I. Brick or stone conforming to ASTM A-62 grade MN as shown on the drawings. I. Prime all metal work with one coat Zinc primer.rimer. O T V 3. Place construction joints in concrete where casting on concrete is to be 2. Cement - Standard Portland Cement ASTM designation G-150� Type 11, 111, or 2. Paint all metal work with 2 coats 'Rustoleum' in semi-gloss or flat as shown stopped and subsequent casting is to be started. V tow alkali single brand throughout. Refer to Soils Engineers report for on the y Hess drawin s. Paint to be 4 mils minimum dry thick Z recommend ations. g each. E. Concrete 3. Prime and paint per above, all field welds. 15 I. Glass A concrete shall contain not less than 5 sacks of cement per cubic yard 3. Sand - Glean, well graded ASTM designation 0-144. and be proportioned to attain a minimum cylinder strength of 2,500 PSI in E. Protection and Cleanup W 25 days. Compressive strengths are to be determined in accordance with 4. Water - Water used shall be of potable quality. I. Protect all existing work from paint overspray. (L ASTM 0-3cf. The slump shall not exceed 4". Refer to the site specific soil Q report for site specific concrete mix specifications and steel reinforcement. 2. Obtain Fire permit where required for on-site welding. Q C) 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM CO)designation A-165. 5. Upon completion of work, remove all scra iron, debris materials and Q Z o 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in p � Z 6. Mortar - b volume, fresh) prepared, uniformly mixed in ratio I part cement, tools from site. 0 accordance with the requirement Of Standard Specifications for ready mixed y y p p Q F. Concrete Finishing concrete A5TM 0-14. 1/2 part lime putty, 3 parts sand, conforming to ASTM 0-270. Omit lime putty J if plastic cement is used. _ 1. W Q W Broom Finish - Tamp fresh concrete with heavy metal grid. Screed with straight 1. Grout - by volume, freshly prepared, uniformly mixed in ratio I part cement, "J U X edge to remove all irregularities. Float to a smooth surface, steel trowel, 3 parts sand or I part cement, - parts sand and 2 parts pea gravel. Q Q and edge to an even hard surface. Score as indicated on drawings. Use a new manila hemp bristle broom. Brush markings on slab in uniform fashion perpendicular B. Laying of Brick Z I. Lay all masonry straight and true to line with brick vertical joints plumb over CONTRACTOR QUALIFICATION NOTE: W 0 to form edges and across width of walk / drive or as shown on the plan view drawings. � p � � � each other. Horizontal joints shall be level. Headers and corner units to show ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED G-2-7 J W 2. Rock Salt Finish - Tamp fresh concrete with heavy metal grid. Screed with finished faces where exposed. Joints and bond pattern to be as shown on ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-8 Q Q straight edge to remove all irregularities. Float to a smooth surface, steel the drawings. ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED C-2ci r. 0 trowel and edge to an even hard surface. Score as indicated on drawings. G• Reinforcing th C.)Hand broadcast rock salt in even distribution and tamp in. Wash off concrete 1. Al bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels 00 -� Q for walls and columns to be some size as wall reinforcing. Contractor to = M a Z with enough pressure to dissolve rock salt after concrete has set. obtain Structural En ineer's details ands ecifications for all steel sizes Co * LL Q and locations. Gop y o be provided to contractor from owner. 3. Pea Rock Retarded Finish - Tamp fresh concrete with heavy metal grid. Z F- O J Screed with straight edge to remove all irregularities. Float to a smooth D. Cutting of Masonry U W surface, steel trowel and edge to an even hard surface. Apply surface Use masonry saw for brick cuts unless specified otherwise. Bricks cut less Q Q Q retardant to finished surface, prior to initial set per manufacturer's than I/2 length shall not be used. Stone to be cut with chisel and hammer. o � _ O recommendations, L.M. Scofield, using sprayer, providing even distribution. E. Grouting of Masonry CL CD I- U � Reveal aggregate by using water jet and coarse fiber brush to remove I. Grout core walls solid as shown on the drawings. retardant paste from surface, washing thoroughly until surface is clean and SHEET DESCRIPTION exposure is complete and uniform. 2. Provide minimum of 2-1/2" �rout space between double brick walls. Provide 4. Hand Seeded Aggregate Finish - Tamp fresh concrete with heavy meta( grid minimum 3/4" between steegrid. minimum and brick. CONSTRUCTION Screed with straight edge to remove all irregularities. Float to a smooth H. Waterproof in SPECIFICATIONS surface. Hand seed surface in uniform fashion over entire area keeping stone I. Waterproof all retaining walls below grade with asphalt emulsion, or other as 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform specified by Soils Engineer. depth below concrete surface. I. Gleaning and Sealing DESIGNED 5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. Screed 1. Glean all masonry work. Remove all mortar stains. Remove alkali with solution SMP with straight edge to remove all irregularities. Float to a smooth surface. of muriatic acid and water. Apply clear sealer to exposed surfaces if shown DRAWN Apply color hardener 'Lithochrome' by L.M. Scofield by the dry shake on the drawings. SMP NOTE: CHECKED method using a minimum of 60 pounds per 100 square feet. Apply Iy in 2 or more shakes DATE SMP and float after each shake. Trowel only after final floating 2. Upon completion of work, remove all mortar droppings, debris, materials and ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS while concrete is still plastic using imprinting tools to make pattern as tools from site. PART OF THESE SPECIFICATIONS ARE NOT PART OF THE CITY OF PA 1.17.07 shown on the drawings. Apply color curing compound 'Lithochrome' color PALM V. CARPENTRY DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL JOB NO. wax by L.M. Scofield Company using roller or sprayer. If 'Bomacron' type Scope of work - Provide all labor, materials, tools, equipment, transportation and PROCESS. 124455 surface is shown on drawings, a release agent must be applied prior to necessary incidentals for completion of all carpentry as shown on the drawings, CAD FILE texturing the concrete. Color curing compound may be optional, as including but not limited to the following: IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL Ale ria-Consts ec indicated on the drawings. APPROVALS THAT ARE NECE55ARY FOR WORK THAT 15 TO BE SHEET NUMBER A. Materials PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER 6. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with I. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawings, DEPARTMENT'S JUR15 straight edge to remove all irregularities. Float to a smooth surface, steel straight, sound, free from marks, pin head knots, sap pockets, slivers, and DICTION. trowel and edge to an even hard surface. Prior to set, lightly sponge chec Select grade or better where shown on the drawings. LS �l C.,ON57RUC-710N 5FEC-, 1F1C,,AT10N5__ OF 12 SHE 05-01-07 - ___ - - - -- - - - - UTIL17Y 5YOMBOL LE&EN12- REFER TO DETAIL "A" BELOW LEFT REFER TO NOTE "B" BELOW RIGHT--------___________v FOR AREA SERVED BY LANDSCAPE Z TYPICAL A/C LOCATION IRRIGATION METER #16. KEY MAP . �I. 1,I ANN-I TRANSFORMER (ABOVE &ROUND) . `l.kKIFH I I � I .. , - . . , I I I I I I [11I.A.'I ` I I I I "l"..",I PRIMARY PULLBOX (FLUSH) , �-�,\\ 0, /+,>,, I I I I POINt OF CONNECTION, 1. __ 4 " "x I I I . I I I I I �. I I I I I I � - "I'll. "�:��, 0(/; 4�� , , I I I , I .I .1 I I I .11, I I 1 � I I 'I., REFER TO NOTE"A! BELOW RIGHT , I I 1. - I � " , � , . , I . I � .. . I . I ,- . I I ,�� I. . ." 1 I .. I I I . I 1: . L�,�.] MAILWX " , I . 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VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE C4 M I : . : I : : :: :: : I . : : : : : I : . r : : r ' � I 0 ,-.'.,:., .. . :: : : i� : . . : :: ..�' i: : : : : : : "I , : r . : i: - 3/4" � : . i � :; I : � :: : : ; � , � : : � *_'� : : i: in ; \� : :; I . : : I : :: 22E ; I I � : 'I. i 1. I I i :: : ; � ; : : : � �!:i....I.:: v :, :: � : ; ; :: :_-_3/4" : : I . : : I I : I : ; ;: : / 4 \ , �:� 3/4" 1 : � : :1 1. �:: ., 6 ;: :: � � . :: : � I��-, : : I :: :: � � : ; : :: . ", : I : I . - w - 1. :: .; I : 1: :� ; : :: . � "I - : FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE UJ *----. : i : : I : i, 5 7 : : ui T000 : � : - . : :; : : : I ;; :: � I : :: � . :, :: ,�', . i : � -� "� " V : : I � I 1" �.......... :�.... ,. I ... :: :: ; : : :: . i : ;: :: . , - ---J rr...'� : i : r .. , : . : . � . �; I. : " . I :: � : I .r :: _------------------- , - DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED : : : Dl�; 366E o ": ; ..� : :: r' � � :� ,� : : 1 : : I : : 3/4" 1 : � I I I r r 1, :: 1 11 . :.........r r... r ...... : : I r. I :: 1: : .; .r :: .: r I 1. r . I � ..: "�� : ; : : ; ....... . ., I . :: 1, : I 'r ,. I I I i 39 : . \-, : I'll: ; : : I I I r . I , I :: : , . ,: 11 :: : ,� : r r r : __� v � . : r .r 1 ; . :: 11 : , :� ,�i: - .: . I .11 r . ...I � r 00 IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION . : ; . : I-,.....11 I I I I tp � , - i: : 11 . : : ; r . ,r 1: : 'r : :: : ; :: I o .r 1, I :: : 1, ; : : r : : i ; . I . I............. . : ' i/ 5 \ :: . ;. 7 : 5 (D � ; : : "1� �I:r .r �...�2:' : I . ;: -r-.1-- ! Irrr., f ,,, ,r :. ,�, .1. :: I .: : 1, ;: / . . r: ; 16- ;; , 5 L__ r: � . I I . : I :: .. . :: .. r I r I . . i : � ; \L-/ i . ,. �, :: � 3 3 ;: I . . ; . : :� .. � I.." r I � .... : : :" I : : : : CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY 411111111110 . :: ;: 'r,. ; : .. . . :�. : : I r 1 : � I . '..I I I., r . .1 :: : . . :: r I rrrr : � : ,r :ri : . �� I : � : ; , r .. . . : : : : . r , :: ,r :: � I I ,r �� I r r � . r.. : I r . . : . : : r I e,� - : : : : . . r r I :: 11 r r r r r r r r r r r rr 1 V r r r r: :: .. r < : . : . : r. :: . :: :i --r-r-r-r-1.1-11.111 '111-r-r-...................1.11'. 'r. . r . : ... : : I : : ; : : I : :: :i .. 1 3 6 :: : r 3/4" . . : : ,: a :: I I . : ,. :: i: �(,i t ,; . CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE co . : : .. :i :1 4 :: � - :i : : 1. .." : .,; ,:.i : . : : ; � I r .1 :; : : : : ;: ;i r .. :: I i: :: : : �_ i ; : : r I 1 :: :: . :: ; : .i'�_ ........� : ; LU . I, ,� : :: I .. :: :: I _1 : I : r r ; 0- RESPONSIBILITY OF THE CONTRACTOR. I : , :: : � in : : ,Fri�:i:." : : r : : I : ; 1, I 11 :: I. : I : r � : 1. 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I , 1_� : : r DESIGN WATER PRESSURE � .% ._rl.:,r .. � : : : - : -1-11111111-1 rr : �i I : : , . .i � 11 ,i : � � . , ,r'. .., 3/4" .. : : � r r r r�r. : � r : : I , / � : I : 1_",� I . : 0 . ... .. . : : : i i : ; :: : ,;i . : � � : I I � 'r r r : : i 55 PSI CC 04 ; . , 377 --- : . . :: � ; � : : �_ I �; : i : I I ........- ;-. .....�' ; I�.........� Ir....71.111 I.,.........- :r..... ..... � I........- ; :x : \ : ,� I I . � . ., , V ., . . � �. : . : : r� : : I : -�. r I . I � r I �. . : � ; r .r . . I .. r., , 'r. ... V : : : : : : . i : I 'I" : . .... I r : � r .. I. r - ...............: : : I 1. � r . !� I . r . . : i r i I � MAXIMUM SYSTEM DEMAND . .: � I . . : : : : :...... - i -...1-Irr-1 1. � � . :� % - '. ,_ ..r', r . .. ". ; ill � �. r,r 1, ,rr I I� : �..�,/r : I . 9 GPM . � I . .. _ , 1" 1".1 . : ; : : ill : ,r, .,.1.1.1.1 � . , I : : i 2 . ii . . I "I ... "I", I : : : 1:11 �� Ill : : ; . 1-r-r-......� . ,� , � . Z Ill. 0 � % i�r� ,r :r �,." 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X rr1r i . :�.�....:, r ,,r:.,,�_,,� �r i;;.:e, : r, : :. '.' r i : : ; I ,.,r�.,�"'�,-�- , : : : � I I ,. I / "'..... 1". ., " .. _: ; "*;' '� �� ')I � �, : ,.::��.:.,; ,! � 3/4" 3/4" 3/4" (b .......... -........: r 0 0 44 >- , . ,. I . I . :: 1 li.. i,_I�',..... ,.r,1-",_ .. : :....�......� : : I � � � >1 I r . ,., , � - ..r' �ii ..,r,,,,,,',, ,r,l I . : . '. . i / , I �.. `,. �:, . � 1, ,� � ,,i. r' rr . . : : : i : .1 I .� .� ,.:'%r,r,, : I i;�::,�., r , - ,, ". _ . , .. r.....r,r I �:i. �-�i'__ , , , " . i ,,,.:','.r i r - : r r ," , r" ; r ; , 1. r,, ,.r _'� � , 'Ir . ,� --,-)' ,, I � ,r ,lr,lr....�--- _,�': -.-___r,-_�, r : ,7( : __.........10111111-1: : : I � , . � : : �_ LU 0 2 I �, .� I-, I .. 1, ,. lr� I I �_ I 11r,. I � : % r ......��.....1-1111 3/4" � : "I � n ... _� �:.%:,. . . : I : :� , � : ; : . - NTRACTOR SHALL PROVIDE IRRIGATION MAINLINE STUB-OUT AT THE LIMITS OF . . ,,I 'r , .; .., I ". 'r ,r .,:�� %.. .�i �,� � �,I I -�....':�� :" I.-1,:..':;, : : :- r : . � � I �...... . ; , i, 1,I ; . � I.,r . : : :- - r-11. r -r I : : : : : r . I % - �� I : . : I - ,.. .,� �,,.. ��. ';,, : : : I I...........I r : i 1, 1. ��_ .. : : : . .� ". "I I , 11. 1 � -----------____z . - I - < . 1. ..", '. . .� I ��,.,"-,,:-::', ��;�'j . �j j,_._'��r-L�; i:,.",.<:r'�:r .I ,"_�. . I : il i- i ,� , " �i"�':; �':- , .�. . I. r ,, � �; ,, ., .�.... �, ".- - - I��._..,.'. �I i i j'�`i�_� i� ,,,.',.,rrr'; . I � I I � . - ... :. , : , �I \ . : ,� . . ..:,:r ) I I - I .. :: � . I .� 1 7 ., 1. : : : .. I I ,. : :.-- r ; 1; .1 ,41 - �'. I.�, - ,11\ _��_:':%:.�:: .:.. : : . WORK FOR FUTURE ADJACENT IRRIGATION CONNECTION. CONTRACTOR SHALL ,. , � ; : :I I.r r r r r......:�: :1, ) ,r ; ; _____7 - . ;r : : � i . ,,,r' �... I.. '':,,�,i 1�'I',.::.:__.;�7�, :�r' ' . :,� : .r I : : I " rr - " 1i '�,��;' '-� r , %:ii; . 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I '; I '� *� i :.. : . : : 0 LU a In .", . .. r I rr . r � .....:1 -....11-1-1,......__], : I . ., � . : : I - I � r , . -� 1_ r- I I...-....r....�...:...� . ,.. : ": � . I : -------_0 % .: ,, .. .. ; : I .. 1 41 : - i I r � ... �...... 1 7, r . ,.. r ,. : , I ". d: : �. I . :. .,':.,'r r.... .1 ,: � , -,** - , .I r�, _r,,�. 10 : i �<" .4 , . .........I r, :'-r.. ....... ...... _, � . ;r r ,_ 'r I I .1,,:,", : i � I . - ....d,r ........ : _ , i, "__,I : : : .1 ... . ,. ,�: j ....i_1:.,." . , : : - 0 1 � ::: "> ., !" : I ; I r .. .. :�'r _, : r,,,...� _r N .. , , -,.,:!':' - i.: : _.:.I : : _;, ,, I : ; CONTROLLER TO THE LIMITS OF WORK AND SHALL INSTALL SAID WIRES WITHIN A I , , ,� I : : � . .� : ." : I � :r r.........r, � : : .�:. , "�' � -1 :\ :::. : " . ,.:'_,. rri ,� � . �_-.::...r�:: i-1; , I .. I : q "r : . "... � , . I 11 i i,rr . . I � � : : ,� I I : 'r : :, .-,.,, � -:rrr.:, : ; � , : 3/4", i" ,."""-� , . I .,ir,"r '.�� 'j:' _ j i,r I " �' . / / �: ; : : ; 1i � I I : - : : . .... . ; . : . : .,.,� -. ;�,',I\ ����/. 'I" � , , .";. , :.,.�: � ,,� � : (D : : ROUND GREEN PLASTIC PULL-BOX FOR FUTURE SYSTEM CONNECTION. CONTRACTOR ...rr � : �; , .:,., . " 1), .., ,� 11 ; * . . ; , : .! :. � I .: "Ir : � :1 ,_, 1',,�*, �:,� � i 1. " .I '/ . a. CO < I" '. "I I -: I .� i "r: I -, . .1� :: : = nnnnn r� . I I _...............: : . ;,r,r .... , - I ." � � ! 4 ,� ; I, : .:. - .. .1 : 1i,�,_� , -,J*I . . ".;,,..i:.�i��'( )- : .., , : "r- 'i . r r . : - I '.. ; .. . - ,?� " ,", 1, � ., r . 'r I—_ :,-�"'J, - : :�__Ii_ 1�: : � .. �� ., : . ! ; ; : - ..� : , , , r,r . I. � .. � , . I : 11.1 ,: : - ... 1111� ,:; I �'_�_�,., �,I.,_-,; IE\..:.:. - I .1 - � \Ulio' : : .;i, __j�,rr: i� , '),. ,........�:, ':" ,:,, �F . 'I 'll : - I� - .1 I . . .-I.111, , _ ,,-,. �\ _r �.� '.�:�ii;: � & I � I . !:� , .: ,: I" . .1 I I I : ___� : 11.,. : . . .. _.. : ,i� "' r', �� -��, � : : . , e 111� 11- _ ),��_�.:_..r�'.: '. r :;: : I CC I.- 11 � � � I : - ,...�...:. , ,� . I 1,, X '' i\ ' 'r ; ,- � : :r I : , , 1". . I - �r � 1 : : . , , .- : I : : . ;�"' i�_� ':�;......,1:ii,�..__� , .. . ;:: I SHALL VERIFY ALL IRRIGATION SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED ............... .. ' %:r " - 11- I 11 .r. - � ., " `,'..'� � I'� I : : ; . � , . r �., '�,� " r . r I r : " ...I" : " r . , ;, , ,. ; ........: I , I " 1. '.� ), ,,:� r i ..._ , . �, ;i� , I :;: : :r ............:,�........I...1. , X� ... !� . ..".. - r .. I �:�4.1 -.......I r r.r r r � : ,.;;I.. , - . r � I . ::f:. . . , , . � . , ", I LU .. , ; � , ...... : : . , ; : . � : .i' r .. . r r, �7 I I� I .I ;1 . ,,_/ � ".:�,�, , .. : � ._� __ -�, I _� " . . " ,r .....:.:.rrr - 11 11,,,,, : . 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I..- .... * r I r r , . � , " 0, I I., _ill ..; r , i ,�- '� - - * , , -'r. : T"`0, ", . . , ' -, . r I . / ", ,r I r r . ... r .,r .1 - - ; ;� I I -.1 I *,,Iii!� pp::: :r:.:'.r : , ," .. , rr � I . r . : -� 1. . r� :11 � ., r r " ... , I : - _,/,, ,� . r I . , , .1� r. .,,:: ... ".. , I r . . 11... I . , ; ��_` ' - i,..., , , � ....� I., ., : r,r. q:i. ", . ... .., .r . . ..., .�r ;:s:.,....i1.1: 'r" : i� ., - r . ' I r I ". . 1, /0, : "r ; I :* I I I , ,;, -�., '<'- .. .., . - - , r r '�rr ;, I, r "', r rr r. , _., ,�.p ;... 11, / ,", r /. ....... / .r ,,rrrr. .1 I. .. __ ..;Ii., ,r ., - ,�. r I I .. �. "�... , �:; , � - . I ' , .1 _ I : ' CONTROLLER SHALL BE A WEATHERTRAK MOD. #"WTPR02-42-CHA-RI"42 STATION , ,� I . rr r 'I', . .. .... :.�_:: � , " "", rrr '.... .... rr ... I 1.1- r I - r :: � .,r .: , , , ..,r';;r,r. ,r,r.',r, - �', , ., i, r.r / �.- 1.- ; :r , I , I � . ii�r... ' .............- I... rrr "I ,r , r .". " . , "I . �. , r� - .. ` - , - ,__�'i_ , I , ' ",�" . _�- rr .., . . , 1, , r :: _::: � 11........... / ,r I " , rr , " . / .", rr - . ., 1. , - � . r r . .,::�:� , r I X "I', , �� � .... I-......... � rr , � , / r�r . . I .. - ... :. , . . , - - , .__. ' --- " I ,;�.:r ,� 11.- ..... ...". 1. .. . INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE). FINAL I I .,.� , �.. s 1. ...I.............................I..........................�...�....I ...r/1......- ., " " I I . r " "I I .. r ,r 'r .. .. 1;..�t-�'r_-,,�.", ,��.,., �_:.?"rj�-_I�; �:-�:'_'-,,'J..'�'.r ,�J'� . .1. ;� , . I r-r-r- r rrrr' ....I r r ....� I . - - , . �r ! I r 'r '.I I / r� .. ... ....d...N.'...� ir r. I .* �� r I. I : ...;:I ..., I r ." Z I , ' I r r r . I �r r . / ,, //. ...... `R TO F.,- ANS ". - 7�:� r. . I `�' -.�7-,�, ri; ii� "' . . - � I ,r � 1, .. I'� .r.r _ .. . � ::............I I I r r r r r .........I I ....r I r r r r ....... 11.141 -.11: - .,. ,.,. " ; .!! � � , r � : . r r r �.....I I r r r - ...r. .. � , - .: ::" 1. 1,1, rrr , . - ....-I.-.1... rr : .:':.........:.r;r.:._ .__: ......__ .....I 11.11.1. -.1. ... , I I . I r . ; ; - 1;: I I ' r I.., ". ,: . . � . r r � - : ..;:...r r.r r I I . ....1. ...I...�....r " �� r rrr , 2" r �:, .1 r . . LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH � . � r : r r r r r r r r r r r I I rr .- : :11'�r:::,:� �,:r : r � . �.., r , . I I . ....- ...1.1- I...I REFE r �r I . . rrr : : , � ........."Irrr, 11.�'�. .......I" L ". " I Ir:": , / r � r i - Ir::� r - I ': r , ..", I . I 11 do< I r r 11".- . ...I...� r r , . , r " . 'I, .... , rrr . : ....�...... : i I I . .......Ir. -, I.... . .....r,.,:' ....,... - r , - r / // rrrrrrrrr I 'r 'r..._ I . --..- ... 1, /r " 1, ,:, r I . . I I .. r . ........... ..........I....................... ......r .r....�..� .I., I ,r .....r r I.... r �r r . r� . . . '.1- ... . 1, - .. rr X. : r r.: . ....- - r', , � ,r ,r I .1 . rr � . co .. .., : r :*: : :�....... �....r... I-- r1r...... ....I....._. .1.1-'r...Ir...: 1� 'Ir � I i,E ... r 11 .... rr "I ...r.r ` : ,' . 'r ". I I rr r I.., , . 1, "".... , , � : � I..". 1- ; I...I'll,I"rrr . .......r .......1-1.-.1 ::- :::.. - FIR=f=AR1 511'4A,,r I , rrrr I I '11'r i �.r � : " :, , ' , ; " / rrrr ,r '.,, I . � ", � 1: r' rr - ..: �r " ,� -... , � ! i :r , r , 'r 1� OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. rr , . %. r I r " r rr .rr . ". I ,: "I r', ... , :1 , r , I , 'Ir.. . , rr , I . *. "I � :� %. - ,, r ., � : 1. � .....r.... r... ... . ' , I r I � � , "r.... .1..... I . . ,. ,.r ' ' Z I "" """ rr . : I ... ...... -r"rrr -_......... -r......... 'r r��,.:.�� : �r. __1 , I ""I 1. // ... r :�r ' - I . ..;� I � r ",::. � 1, ,� ,,r . � 11 I . 'r... r I , .. ",��: 'r . � 'r r r .. , , ,rrr ... I � . -'r "'r- ....rr - I ,. rrrr , 'r r r , . 1. . :�, - . I I _ .1 I-...,.... -.......�........ . �..:���::` '.r.r:r / " rrrrrr rr .... ,r � ; . � " . I r' ::� ,r �:,. : I-- - - 'r I ", rr ... r r r. .". ; : . ;1 r...,.:...� . ,� rr::� � " I .I '.�,r ,:: �, I I : ..I r r r r r........... -�...r r.. - .1-- - " " rrr r rr I.: 'r I 11.� ! . rr ........;.. . rr r I : : ... 11 r I .1 I", I I ' �� _r 'r _,, "I.. I '. r rrrrr /r r _ �, : ; �.. I -_.� . r ; ; r.... . �: rr, : � .� .�. "I . ,,r r. I ...... 'I', rrr ' ,.. �. 1.- 'r . ,.. r 1. .- ., I , / r 11.1 : / rrr I...r - � .; I . I I r .. , . I . 1. I I I.. .r ,rr r� I, NOTE D: . r .1- .. � . 1. I .. rr '-p . r ..r.. . I I : - : ; . ,.. .1 � . r "r I I - . � I I . .. , r r .... " . I ' , .r 'r �:I�:r.:- 1. 'r r'r�:':� �"r ,., " - r ". rr. "', r � " - , ............- : i 45 . .��:� - r rr � r r� ' , I .r _ � - rr ,, rr r I /r \. I I . 'r'r Ir....,, 1. ..1. . .1- - �r.I.. , ...... r.r ,r ,:r", �, : . / ", 1... ; : ,: I : rr� /,: r r I �� i . .,,�,,r.r' r,,r � r , r . 11 . r . r I �r r , . . . , , / . � . .. . I I - , . , I . .. _ . : : .; . . ,, , r I . I - : I , I ''r , . ,r I . � , rr 1, � .1 r rr -, � , d , I il�� ,, , I , - � r � ,;rr ill ,_. -.1....". �...., - .:,.:.:-'r...... � rrrrrr, :'": ,r.". . .,r r I "". I.. i. , . . I .." i: ; �. 11, I '.,rr.,. / ",,'rr PARKWAY VALVES CONNECTION TO SUB-ASSOCIATION METER IS FOR MODEL BUILD-OUT 0. r. 11 r 'Ir'r 1. , r r r - .r r I - 1. ".. I - . rr ", " % .1.1'... -1.1. I—.: � .r,.,rrr ,-_.;: ,I ' r� �', rrrr rr r ,;, . .... I I . . . q ., / .. , r ... I . .11".. ..r 'r'r'r 11 �_ .r r rrr I .. . rrr r I :,�, . ,. r I .1 r ,i , r I , I " "I r, ,,r r , 1 ' ' r r. REFER TO NOTE "B"AT RIGHT '. r.- �:: �'r '. � ' ,,rr "", "', rrrrr I ..... 2lk'r-r-.., ;_ . ; .: : r ,r. . . � '... r,r rrr ONLY. FINAL CONNECTION SHALL BE TO HOA ASSOCIATION METER, FED FROM PARK#3. ', .r - - .�� �r::r rr , r - r ; ; ,:� I rr ,:::, I 1, i _11-1. .1. 'r . � rr I " rr .., " r:,,1rr ..._: I.... I I , r� ,rr 1 1, ", �� I " r.: ... _ .. r,,,.,1..... ,r rrr " r r I "I , ..: , - I'll,... . r. - ". : .., r " I "", �' I " I . .. �.I. ......r .,..r:rr ", rrr , / , ',r... . . I I. I �,,,r.... ,r 11 "" \ r , . 11.. :�� ..1. r / "" 'I', "I, "I " 15 ,,,,r I ..,,'I ��,,',, - �, r - - r,,r I /.,,r �, REFER TO MASTER METER PLAN FOR FURTHER INFORMATION. UJ .....". ..", "..... // I � r r r r r r r I I I I r 11-1111 r r r r r r I I rr 11 r r r I r I _. ... .... i:r_ � � 'r. ,. .,.. 11, rr I , ,, ' R T ,rr , . / p� : r .1�. 1:��r r�,,r_,, . r � . . I .. I r r �, r r r �. 'Ir . I. ::� ,,r .'...'r rrr , -r- .0 PLArN . I � r r r r - .1 �. I I— ..�: 'r r,,. rr I/, ,,rr f;ZE El , " r , "I . , o- . r : 'r ,.. I., . r . 'r , .. .. r .. , 11 I " , .. : r '�� .:��::::�:� '. I : d. , :::::: I ....I . . 'r � � 11 r , ..� ; . 'r. .. "I f5 I r 5NA rr , -� - .. �::::::�� �,. .,.�� " ,r : - - ,,, .... - . . ;� �,,,r r r , � ,r I. : � ,r .,..r r "I rr r 7 - .r .. Ir �' r �I 'Ir rr PKEf=ARfEr? . ' � � : r,r , ,r < ", I I � rr r r �� 'rr - .. .."Ir P A ., ; I� 'r 'r.. .. 'r.. rir"r,, /r I", "I ' . � � ,r .", NOTE E: I - I 'r 11 , ... .... � I", r rr : ... �Ir 'r.,, ....,1. 'r'r I .� . I I � I r I ...." ".." � "I. : I. I... ..I 'rrr'r - I /-,I ,,�,'r�,: .1'r.,. I r r r I'r'r r.. ...- I . � ...�:�:��Ir�::,, ' .rr /. ; r .q� ,,,:rr':� , ..... ..... , 'I',, : I........- - r. 1.,�i ..�-1.1. -� I� � I-. _ :_:�: � / rrr ,,rrr � 1 ,r'r rr , - ". ,rr' I ... ... . 1, - 'r... . .11, -I I I r..rr,r : : ... I �CIW OF PALM DESERT ISEO I —, .. - .. / rrr _ ... r I., 1 ** "I _r ... -...GU �: 'r. - .1.r.... :'r,,... :::": * I ' rrr ,"' 'rr ,.r MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. . . I :........, ..... ... , - .. .r. �':rr ...r r r .:-r- ,,, ' - r. �::-:.. :.r 1. - �3 TO _ . ..'r .....1--r-Ir .... ........rr r ::.:r .- ,: , .'::r: ' � i - ....r - .. 1. .1.... .�.,�-::�::: rr�r:r:r: < CO ; . .... I'.,, ..... ,r I" I r, ::: 'Ir � ��� '.rr .r .1 I - , � �.. - - '.r -.... - ..... .1.11 ...--r- I. .. :: . .��:].'_.........:�,.................................-Ir................--r-r-1-Ir................................................ ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND ..... .::./:�...�_..il. . '. I - ...111. - 'rr 'r - i: ! -r-r-'r-r- ....... 'Ir - .. 'rr -I - .I - _ . -_. /: ..:.:�!W"`ATER CONSERVATION STA EMENT r r . 'rr ,.... ; ,r - �r1 - - -I- - - 'rr �;�I - 'rr.... -. ... ..r - -I...I- ....r -... ..... -......r r I.r r' . ., A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. < 2 a % I - 'rr 'r -I.. rr.. ....11-.......-.... ..._ ". � 11 ... .....I...r...,...11...... ..�..,',� -........ - 'r . - . cc Z I .11. - i NOTE F: CC 0 :5 THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, (5 LL PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES UJ M < THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT .J < LU USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. < 0 11M REQUIREMENTS. NOTE G: I 1Ill - < 02SA13BB07 CONTRACTOR SHALL ADJUST IRRIGATION AS NECESSARY TO AVOID CONFLICT WITH It Z sweeney + associat UTILITIES. �e UJ 0 CERTIFICATE OF PR ,i,.,,-,,� IRRIGATION DES113N AND CONSUL co 2 �// I,I .J UJ 2 . , , I�e �.I� I �, , I ...", I California Project Name: PQrce( MQp or Tract No.: �,.I/ �.,,," < a ,� . �,��., " ,",11 38730 Sky Canyon Drive,Suite �: 0 ����I 1.I:", I I" Murneta, CA 92563 NOTE- Project Location: ��� N.A.P. \,,.\ 951.461.6830 p 951.461.6850 f C4) 2 0 , � "'�� ANY CHANGES TO THE APPROVED PLAN MUST BE .J :: \ \ N \\�, email@sweeneyassoc.com 00 13 . I . Maximum Water Attowance: : ////�////,// 1'11,11111115,�%� . www.sweeneyassoc.com SUBMITTED IN WRITING TO THE CITY OF PALM DESERT ........................................... . V/,/�/ , �/ /\\ = CO < .: � ,� � . .: , I : + �, I -Austin,Texas- Ft.Lauder FOR APPROVAL PRIOR TO INSTALLATION CO C,O 0. (In huncireol cubic f eet) .: I :......- � : , p. iw� -...... 16 Murrieta,Ca . t\ lifornia dale,Florida : � , I I .; . ; � . : .: : . ; � . : / , .: : : � � I il. : , < / .: __1.__:_: >" IIIIIIIIIIIIIIIIIII * LL .: _� '0 , .: . ,Z' �q,q . . :: ' ,�, STATEMENT OF WATER CONSERVATION Estimateol Total Annual, Water Use: ;: r , : I - ��� I .: ,,, ii � .i :i ....��........'_]_r......�---------�, � - 0 � : �i � : I � . . , .�, -,-,-, 0 Z 1�- 0 :j � : . - . , , i : : '"', ,/,, 1� � : 1 I , �i �........L, � � I ...I------I � , ,,, ]I i F/I I" ", 11�ylq�', Please note the following principles of design utilized on this project directed specifically W , � , 'I'll", I (in huncireol cubic f eet) � . � J � 1� � ."" . �, I",1, 0 _% < o � .1 , - :: . � � I . � These plans have been reviewed by the Coachella Valley Water District in accordance 0 :: ----------_-, � � Z �_ . :. I � :: I: --- i� �;. N.A.P. '--,�".-�.11,� as conserving water and improving the efficiency of the irrigation system: 0. < � 0 i i I I'll 11 �! � ,.", " p, T E 0 . I , .............. , . :j � � � , , - '!1 �,��i Old_ PretiminQry Project Documentation Submitteol: (initials inclicates submittal) . , �//,. I UVXX �/;��,,:-�, with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. cc .........I .-, ,�.� ��: �.......��, ,,,, -efficiency point source drip. a- , /, Utilization of high 0 i! .............�_ !!............ 01, " ! '! I �, 1-1:,I Iln- 0 1� � i � I � i & .1r-��5� J_i......� Ll � ��,11,� requiring efficient landscape and irrigation design in cooperation with the local CD 52- < .� . ....I'�...........'�.,-.-.-,.�....-;-:-:....W: . : I . 11, ,1, Irrigation zones separated by plant material types. .... . : : , . 1, Gracling clesign plan �...._....- � , , . D jl�/ 1 --- : . i!" ----- ': : C<1 11 1 1 : : B/Z I 11��, � . ., 2 i i: : . _3-:-_�.....: ." ': : : 1. ", ____�__ : : 11 .�," Irrigation zones separated by exposure and orientation. 0 . �\ Z I ------F , 7,17-- T� i � ,��,� / governing agency (City or County). "Approval of this drawing by CVWD staff does not ��/ �; �11 'i, 7� /�f , ,�.11", R I 0 - < i� i ! � � T.....� i ii O� ____.__.,!�__ .1 1, Utilization of controller with water budgeting feature. SHEET DESCRIPTION � __1.� ! � , . � ,, 2. Lanciscape clesign plan P i 'T : " � ----- �! I - j j i. � : /_ . I � � '. �� 04 � . . I : 1� I., constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, , ,� I . . I � , ______", i � i i .��, �..... : � 1� 1.� 0 ::::,�//�, � II. P. W � ; : � I i , � : N.A. 1� I ____...._1 . - �1��, I :i - � ;. � I ,:,., , . � : ,� 1:,1 3. Irrigation olesign plan U) 1 1i V5 i&__�......1 � I . � I -,I� AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OF CALIFORNIA walls, and permanent structure of any kind may not be planted or installed in CVWD ----- .- / " I / / / < :: : I I T� ".- .., .; / X :: : I I I <�;�, I . . ,1 . -, 11. , �'/////�,-,,"� LANDSCAPE WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A , .-.1- 0- ;i � , __111"_1...........� :: OL : � : - , , : � : ;: I ; :: ........I.. ... � : ; :: �1=�� : 1: CERTRED RRIGATION AUDITOR PRIOR TO TURNOVER OF PROJECT FROM and USBR easements or right-of-way without first obtaining an encroachment permit IRRIGATION : � � :: . I . .. . .1.1.......� ....i %" -----4. Irrigation scheolutes :: -L � A �_....�...�.... - I ;... *, , ;: ___. ___%i......: � I . 2 . : : INSTALLATION CONTRACTOR TO HOA EMPLOYED STAFF AND EVERY 5 YEARS :: � : . : � : � : : i . I . . I__-:-I-;- :_� - :: .�. - : : , I :: : Of PLAN :, ...... - - HEZVR� Ui from CVWD. i!:: I : i : I 1 -- I ......[� ---- : 0- THEREAFTER. IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A Post instattation Inspection: (initiats inclicate completion) �� i � � , : : : : k : I . I . :: 2 : : ; :: :. ..",-"-.,.......---�---"�",�.."-�.�---- __ : �i ; --d- � � :_: : :: I I . : �z :: MONTHLY BASIS BY THE HOA EMPLOYED MAINTENANCE STAFF. THE :: . ; :: I : � ,,, � I : : :: . � � � � i 1 i � i �� i I :: !�! . i : � �..........- ; I...... �,��/�� -:: � i " � I : ---i I �/, U) REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD : - � - � ,3 � �: I, : ; I 01,1:: ---- � :: , ��---�,........:,..f.41- '. ; _� � � i L DATE ---------11-..----.-., - ill �11 L�� HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN WATER MANAGEMENT SUPERVISOR DESICNED S&A -A. Plants instQ[teci as specifiecl 'J � :: I _ � �,/_____ - - ... -I ,"', '...- , � ....- ..........�....��., B, Irrigation systems instatlecl as clesignecl - .. .. .......�.....I........................I.............I................. �_1___-�_ , - :; 1*1� I . ----- PASEO GUSTO _ ",_'_,. . ..... :il' 0 I - .. ..... ..:-,_, Comments:.................................... -".-..,........ , DRAWN S&A AREA SERVED BY METER #16 CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR CHECKED A copy of this certification has been provicleel to Owner/Devetoper anal District E] LANDSCAPE IRRIGATION WATER METER - 1-1/2" W/2" SERVICE LINE C17Y OF PALM VE5ERT I DATE Comments: LOCATED AT 11+69 PASECI GREGARIO RD. Maximum Design Meter Flow Rates: IN5RECTION 5CHEMLE N07E JOB NO. 01.17.07 TOTAL AREA=48,588 Sq. Ft. (1.1 2 Acres) 3/4" =23gpm REFER TO THE TITLE 5HEET FOR THE CITY OF 124455 (40gpm per Planted Acre)x(1.12 Acres) =45gpm 1" = 37gpm PALM DESERT'5 INSPECTION 5CHEDULE. CAD FILE Meter flow rates for 1-1/2" Meter= 38-80gpm 1-1/2" =80gpm It Is my opinion that the work outtinecl above has been compteteol In substantial 2" = 120gpm NO TRZE5 SHALL BE PLANTED AITHIN CAI.A.D. SHEET NUMBER accorclance with Coachetta Vatley Water District ancl The City of Patm Desert's EA5EMENT OR R16HT-OF AA',r5. 11 , __ Lanclscape anol Irrigation Guiellines. rA "� SUB-ASSOCIATION LANDSCAPE IRRIGATION ZONE #16 CONTRACTOR 51HALL IDENTIFY AND NOTIFY SCALE : Val' = I 'l-0 'I) LANDSICAPE ARCHITECT OF ALL UTILITY IIIIIIIIIII I Lanciscape Architect Signature Date License No. ��-Ts- CONFLICT5 PRIOR TO 1145TALLATION I I P 1 1 1 I __ __ 01 51 I&I .4, NORTH I OF 12 SH . '0 I _,."�� L, /0, 1� 11 , , - -"� I 0 7 , I W T I I I I , I ; I 'I s A, NA V __ - __ - - I - , - \ . . . . 05-01-07 1 , I I � 11 I I I " . . . � . . � � . � I - \ . - .1 . . . . . . . . . . . . . . . . I . I . . � I I . � � I I . . . . . . I I I I � . . . � I I I I i IRRIGATION NOTES MOOD 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. City of Palm Desert IRRIGATION MATERIAL LEGEND (HOA) 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE SUMMERS/MURPHY & PARTNERS, INC SYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI PATTERN DETAIL LANDSCAPE ARCHITECTS Water Calculation Chart 34197 COAST HIGHWAY, SUITE 200 COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED DANA POINT, CALIFORNIA 92629 TO THE OWNER'S REPRESENTATIVE. 0 HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER .25 (0.5) 30 TRICKLE A (949) 443-1446 FAX (949) 443.1631 PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX .50 (1.0) TRICKLE 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1.0 (2.0) UMBRELLA EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE NDSC Maximum Water Allowance (MWA) SIDES OF TREE TYPICAL. LP Apt, 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK tiNDICATED HEREIN ��j G M Murphy, 11 BEFORE BEGINNING WORK. Input Zone 'L ....:.:. ...::.....:.:... NOT SHOWN RAIN BIRD XERI BUG XB-10PC-1032, XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GALLON PER HOUR) SEE PLANT B �`� :� °� DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY 40 moo, 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO LOU BE INSTALLED WITHIN PLANTING AREAS. NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED 1032 DRIP EMITTER ON TOP B Signature i Square Footage Calculations ( > 7-31-08 O 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN Renewal Date THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. Tree & Shrub Square foot ` 5973 TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH C VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM J'� Date ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY Turf Square foot p Q WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED Total Square foot Cobble/Boulder 0 PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. OP CALF NECESSARY BY THE OWNER. Total Waterfeature Square footage 0 ® P.O.C. 11/2" DOMESTIC WATER METER WITH 2" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A These drawings and/or the Total Landscape Square f, 5973 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE N/A accompanying specifications ® C.V.W.D. 2 BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT are the exclusive property of RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND Zone No. Eto Water Adj. Total Conversion Factors Total Summers/Murphy & Partners, INSTALLATION. Factor Sq. ft. 0.62 748 MWA © RAIN BIRD 150-EFB-CP SERIES BRASS MASTER VALVE- 11/2" - NORMALLY CLOSED. D Inc. and their use and publi- Partners, 1 57.01 0.5 0 0.62 748 0 cation shall be restricted to the 8 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE ® DATA INDUSTRIAL 220P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF- 1-1/2" SIZE. E original site for which they TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 2 66.82 0.5 0 0.62 748 0 were prepared. r use, they 3a 75 0.5 0 0.62 748 0 ►" WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE F duction or publication by any pro- 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE 3b 88 0.5 0 0.62 748 0 LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE, TWICE THE SIZE OF WIRE 4 93.9 0.5 5973 0.62 method, in whole or part, is 748 232.44393 prohibited except written BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. Q RAIN BIRD 33DLRC (3/4 ) QUICK COUPLER VALVE G permission from Summers WHERE FEASIBLE SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. Murphy & Partners, Inc. RAIN BIRD 100-PEB-PRS-D (1") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN H 10 ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE Estimated Water Use CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. RAIN BIRD XCZ-100-PRF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY I Total Number of plants 282 11 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED ® WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES STAINLESS STEEL J EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER Num ber of plants by water use % of Total Landscape Square Footage VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRO DUCTS - SIZE AND TYPE NOTED ON DRAWING. GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER 1 Law 106 0.376 2245.170 SPECIFICATIONS. 2 Low/Mod 48 0.170 1016.681 [E3 N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A 3 Mod 91 0.323 1927.457 4 Mod I Hi 0 0.000 0.000 PACIFIC PLASTICS PVC PIPE 3/4"- 11/2" CL. 200 AS LATERAL LINES 12" BELOW GRADE K Z 5 High 0 0.000 0.000 O ' 6 Low Trees 8 0.028 169.447 PACIFIC PLASTICS PVC PIPE 2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE K N SPANISH WALK ALEGRIA- MODEL COMPLEX 9 ModlHi Tree 0 0.000 0.000 7 Low/Mod Tree 6 0.021 127.085 PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED CiePLANT/ EMITTER SCHEDULE 8 Mod Trees 23 0.082 487.160 - L PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. LU EMITTER EMITTER 10 High Trees 0 0.000 0.000 NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) COMMON NAME QUANTITY VOLUME K,L,M Q BOTANICAL NAME Total 282 LOW WATER USE SHRUBS I NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS M AGAVE AMERICANA CENTURY PLANT 2 1.0 GPH SHRUBS <1<1<1<1 HESPERALOE PARVIFLORA RED YUCCA 2 1.0 GPH VALVE NUMBER LAVANDULAANGUSTIFOLIA LAVENDER 2 1.0 GPH Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: PENSTEMON SUPERBUS SUPERB PENSTEMON 2 1.0 GPH Spray/Bub/Drip 4 0.9 2245 1 Low Shrub 20 20 -G.P.M. Season Zonal Ro Plant Area Conversion Factors Estimated 1° 150E --QTY. OF EMITTERS (IN DRIP ZONES ONLY) LOW/ MOD WATER USE SHRUBS Value Factor sq.ft. 0. 22 748 Irri. Eff. Water Use Spring 20.69 0.2 2245.17 0.62 748 0.9 8.56 I VALVE SIZE AGAVE GEMINIFLORA TWIN FLOWER AGAVE 1 2 1.0 GPH Summer 57.29 0.2 2245.17 0.62 748 0.9 23.69 LEUCOPHYLLUM CANDIDUM ISAGE 1 2 1.0 GPH Fall-Winter 15.97 0.2 2245.17 0.62 748 0.9 6.60 0) TOTAL MODERATE WATER USE SHRUBS I 38.85 I 0 BOUGAINVILLEA"RASPBERRY ICE" BOUGAINVILLEA 2 2.0 GPH Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: WATER CONSERVATION CONCEPT STATEMENT I111.0 N M CALLISTEMON VIMINALIS'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH 2 2.0 GPH Spray/Bub/Drip 4 0.,9 1016.681 2 Low/Mod Shrub CISTUS PURPUREUS ROCK ROSE 2 2.0 GPH Season Zonal Eto Plant Area Conversion Factors Estimated LU ',^ LANTANA CAMARA VARS.'NEW GOLD' NEW GOLD LANTANA 2 2.0 GPH Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Project Site: Spanish Walk Alegria Models Tract or Parcel Number: 33837 �I LO LIRIOPE SPECIES TURF LILY 2 2.0 GPH Spring 20.69 0.35 1016.681 0.62 748 0.9 6.78 COACHELLA VALLEY WATER DISTRICT v Summer 57.29 0.35 1016.681 0.62 748 0.9 18.77 Project Location: City of Palm Desert, California MYRTUS COMMUNIS "COMPACTA' TRUE MYRTLE 2 2.0 GPH LANDSCAPE IRRIGATION WATER ANALYSIS ROSMARINUS OFFICINALIS ROSEMARY 2 2.0 GPH Fall-winter 15.97 0.35 1016.681 o.s2 748 0.9 5.23 Landscape Architect/ Irrigation Designer/Contractor: Sweeney &Associates, Inc. UJ TOTAL 30.79 PROJECT: Spanish Walk-Alegria LLI Lo Lo cc Tract#33837 0 LOW/ MOD WATER USE VINES City of Palm Desert, California 0 Included in this project submittal package are: (Check to indicate completion) LU LO CC CMe BOUGAINVILLEA'SAN DIEGO RED' 1BOUGAINVILLEA 2 1 2.0G Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Model Complex LandscapeInigationPlans -Meter#16 1. Maximum Annual Applied Water Allowance: Z 0 G Spray/Bub/Drip 4 0.9 1927.457 3 Mod Shrub 0 Conventional Landscape: 2.32 100 cubic feet/year MODERATE WATER USE VINES Season Zonal Eta Plant Area Conversion Factors Estimated + Recreational Turfgrass Landscape: 0 100 cubic feet/year if applicable) Project ETo: 93.90 9 P Y (� pp ) V w a Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Maximum Annual Applied Water Allowance: 2.32 100 cubic feet/year GELSEMIUM SEMPERVIRENS CAROLIANA JESSAMINE 2 2.0 GPH Spring 20.69 0.5 1927.457 0.62 748 0.9 18.36 LU LONICERA JAPONICA'HALLIANA' HALLS HONEYSUCKLE 2 2.0 GPH MAXIdV LJM APPLIED WATER ALLOWANCE: Summer 57.�9 0.5 1927.457 0.62 748 0.9 50.85 (GALLONS PER YEAR) 2. Estimated Annual Applied Water Use by Hydrozone: O LU Fall-Winter 15.97 0.5 1927.457 0.62 748 0.9 14.17 Turfgrass Hydrozones: 0 100 cubic feet/year T TOTAL 83.39 MWA=(ETo)x(0.5)x(Total Sq. Ft.)x(.62)/(748) Recreational Turfgrass Landscape: 0 100 cubic feet/year �G i Q Very Low Plant Hydrozones: 0 100 cubic feet/year uw F" TREES Low Plant Hydrozones: .418 100 cubic feet/year Z LLI CITY OF PALM DESERT 93.9 x 0.6 x 5,972 x 0.62 / 748 = 279 CCF Low/Mod Plant Hydrozones: .347 100 cubic feet/year 3 r N � 0 Medium Plant Hydrozones: r y 1.04 100 cubic feet/year (� 0 WATER CONSERVATION STATEMENT Plant/Irrigation System Type: Zone Irr. Eff. Area seasonal Plant Factor: High Plant Hydrozones: 0 100 cubic feet/year Spray/Bub/Drip 4 0.9 169.447 6 Low Tree ESTIMATED APPLIED WATER USED: Water Features: 0 100 cubic feet/year Season Zonal Eto Plant Area Conversion Factors Estimated (GALLONS PER YEAR) Other Not Applicable (n PP 100 cubic feet/year THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE value Factor sq.ft. 0.62 748 lrr!. Elt. Water use Estimated Annual Total Applied Water Use: 1.81 100 cubic feet/year Z EWU=(ETo�Plant Factorlx ydrozone Sq Ft lx(62�74$) PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. Spring 20.69 0.2 169.4468 0.62 748 0.9 0.65 Summer 3. EATAWU < MAAWA 57.29 0.2 169.4468 0.62 748 0.9 1.79 THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER Fall-Winter 15.97 0.2 169.4468 0.62 748 0.9 0.501 Low Water Use shrub Planting: a USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE TOTAL I 1 2.931 93.9 x 0.2 x 2,754 x 0.62 / 748 = 48 CCF 4. Landscape Design Plan LLI REQUIREMENTS. 0.9 a 5. Irrigation Design Plan Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Q Spray/Bub/Drip 4 09 127.085 7 Low I Mod Tree Mod Water Use Shrub Planting � 6 Grading Design Plan V 993.9x 0.8 x ,436 x 0.6.. ( 748 - 168 CCF . Q (n CERTIFICATE OF PROJECT COMPLETION Season Zonal Eto Plant Area Conversion Factors Estimated 0.9 Value Factor sq.ft. 0.62 748 lrri. Eff. Water Use 7. Soil Chemical Analysis(optional)Project Name=_________________ Parcel Map or Tract No,:----------------- Spring 20.69 0.35 127.0851 0.62 748 0.9 0.85 Low Water Use Tree Planting: Z Summer 57.29 0.35 127.0851 0.62 748 0.9 2.35 Description of Project: (Briefly describe the planning and design actions that are intended CC 0 Project Location._________________________________ 2 93.9 x 0.2 x 233 x 0.62 748 - 4 CCF to achieve consevation and efficiency in water use.): LL ----------------- Fall-Winter 15.97 0.35 1�7.0851 o.s2 748 0.9 0.65 0.9 Utilization of controller with water budgeting feature. W � Q Maximum Water Allowance_________________________________________ TOTAL 3.85 -- Irrigation zones separated by plant material types. .J Q W (In hundred cubic cubic feet) Mod Water Use Tree Planting: V Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 939 x 0.8 x 551 x 0.62 i 748 = 38 CCF Date: Prepared by: Q Q Estimated Total Annual Water Use, Spray/Bub/Drip 4 0.9 487.160 8 Mod Tree 0.9 Season Zonal Eta Plant Area Conversion Factors Estimated Cr. Z ________________________________________________ (in hundred cubic f eet) Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use LU 0 11��XIMUM APPLIED WATER ALLOWANCE: 279 CCF (o Preliminary Project Documentation Submitted. (initials indicates submittal) Spring 20.69 0.5 487.1596 0.62 748 0.9 4.64 Summer 57.29 0.5 487.1596 0.62 748 0.9 12.85 (in hundred cubic feet) NOTE. CONTROLLER RUN TIMES ARE CALCULATED FOR THE WORST CASE MONTH BASED OFF HISTORIC ETo DATA. LV Fall-Winter 15.97 0.5 487.1596 0.62 748 0.9 3.58 TOTAL ESTIMATED WATER USE: 258 CCF 1, Grading design plan TOTAL (in hundred cubicteet) Controller : A IRRIGATION CONTROLLER RUN TIMES CC� 0 21.08 2. Landscape design plan PLANT TYPE 1 SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIMEM G V ----- Days Per Week: 6 8.66 (HOURS) (HOURS) J Q Total Tree And Shrub 190.3 Shrub and Ground Covers: a Z -----3. Irrigation design plan _ _ _ Z M Drip 8 66 0.40 0.49 0 90 0.31 5 1.53 Q 4, Irrigation schedules Estimated Water Use for Spring Months - March, April, May 37.93 LL (in hundred cubic feet) Trees: ~ 0 W Post installation Inspection, (initials indicate completion) Bubbler Heads 8.66 0.80 3.00 0.90 0.10 6 0.60 W Q CYCLES PER DAY: TOTAL NUMBER OF STATIONS: Q 0 1 11 � Estimated Water Use for Summer Months - June, July, August 103.34 - - A. Plants installed as specified TOTAL RUN TIME IN HOURS 0 � 0 FOR DRIP & BUBBLERS ONLY: 2.13 _ (in hundred cubic feet) WATER PRESSURE CALCULATIONS - - oC � TOTAL RUN TIME IN HOURS: 2.13 CL V B. Irrigation systems installed as designed WATER METER NUMBER 16 WATER METER SIZE 1.5" co Estimated Water Use for Fall-Winter Months -Sept., Oct., Nov., Dec., Jan., Feb. 29.49 HYDRAULIC GRADE LINE (FT) NIA WATER METER ELEVATION (FT) N/A Comments;_________ (in hundred cubic feet) ELEVATION DIFFERENCE (FT) N/A MIN. REQ. STATIC PRESSURE (PSI) 90 SHEET DESCRIPTION REMOTE CONTROL VALVE # 1 REMOTE CONTROL VALVE SIZE 1„ 02SAeen ------------------------------------------------------------ �/�(Q R.C.V. DEMAND (GPM) 8 TOTAL DEMAND (GPM) ' g sweeney + associates Total Estimated Water Use 180.89 IRRIGATION DESIGN AND CONSULTING A co of this certification has been rovided to Owner/Developer er and District HIGHEST HEAD SERVED (FT) N/A STATIC PRESSURE AT HIGHEST HEAD Nt4 PY P P (in hundred cubic feet) California l SIZE DESCRIPTION FLOW # PSI LOSS 38730 Sky Canyon Drive,Suite C IRRIGATION Comments._____________________________________________________ 2" SERVICE LINE (50 FT OF TYPE K COPPER) 8 1 0.0 PSI Murrieta, 3 NOTE: 951.461.6830 LEGEND 30 p-951.461.6850 f 1.5" WATER METER (DISC TYPE) 8 2 0.4 PSI m ANY CHANGES TO THE APPROVED PLAN MUST BE ------------------------------------------------------------ 2" BACKFLOW PREVENTER (R/P TYPE) 8 3 15.0 PSI ewwawl.ssw eneyassoc.com@sweenem SUBMITTED IN WRITING TO THE CITY OF PALM DESERT It is my opinion that the work outlined above has been completed in substantial 2" FILTRATION (WYE FILTER) 8 4 0.1 PSI Murrieta,California-Austin,Texas Ft. Lauderdale,Florida FOR APPROVAL PRIOR TO INSTALLATION DESIGNED accordanceDRIP SYSTEM NOTES. NIA PRESSURE REGULATOR (VIIILKINS SOONER) NIA 5 NIA PSI S&A with Coachella Valley Water District and The City of Palm Desert's Landscape and Irrigation Guidlines, 2" BFD ASSEMBLY PIPING (BRASS WI 4 ELLS) 8 6 0.1 PSI DRAWN 1.5" MASTER CONTROL VALVE 8 7 0.5 PSI SScA ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE 1" FLOW SENSOR 8 8 1.0 PSI These plans have been reviewed by the Coachella Valley Water District in accordance ------------------------------------------------------------------------------ LEGEND. POLYFLEX RISERS SHALL BE CONNECTED TO THE PVC 2" ISOLATION VALVES (BALL TYPE) 8 9 0.5 PSI P T E Lan R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. CHECKED Landscape Architect Signature Date License No. LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS REQUIRED BY THE PLANT GROUPS. 2" 280 FEET OF MAINLINE: CL. 315 PVC 8 10 0.2 PSI o requiring efficient landscape and irrigation design in cooperation with.the local DATE N/A FEET OF MAINLINE NIA 11 N/A PSI i I. E 2 2 DEGREE ELBOWS 8 12 0.1 PSI s 7- R a governing agency (City or County). Approval of this drawing by CVWD staff does not 1 17 07 INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT constitute approval to encroach into district and USBR Rights-of--Way. Trees, plants, G/TY OF P�rALM L2E�50RT MATERIALS. COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED 1" REMOTE CONTROL VALVE 8 13 4.3 PSI JOB NO. JH walls and permanent structure of any kind may not be planted or installed in CVWD ALEGRIA MODELS INSP GT/ON SG DUL 10% LATERAL LINE LOSS 8 14 3.0 PSI ,NOTE GRANITE SPECIFIED ON LANDSCAPE PLANS 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) 8 15 0.0 PSI and USBR easements or right-of-way without first obtaining an encroachment permit CAD FILE REFER TO THE TITLE SHEET FOR THE GIN OF CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS N/A ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) N/A 16 NIA IPSI from CVWD. PALM DE5ERT'5 INSPECTION 50HEDULE. BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #16) 17 25.2 PSI SHEET NUMBER SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE PRESSURE REQUIRED AT HEAD 18 30.0 PSI DATE WATER MANAGEMENT SUPERVISOR NO TREES SHALL BE PLANTED WITHIN G.V.W.D. PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT TOTAL PRESSURE REQUIRED (SUM OF #17 AND #18) 19 55.2 PSI EASEMENT OR RIGHT-OF WAY5. QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO MINIMIM REQUIRED STATIC WATER PRESSURE (FROM ABOVE) 20 90.0 PSI BIDDING OR STARTING WORK. RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) 21 34.8 PSII L�l CONTP,ACTOR SHALL IDENTIFY AND NOTIFY LANDSCAPE ARCHITECT OF ALL UTILITY SET PRV OR MCV AT (#19 PLUS 10 PSI) 22 N/A PSI CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR LA CONFLICTS PRIOR TO INSTALLATION PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 30 PSI RESIDUAL) 23 NIA IPSI OF 15 SHEETS 05-01-07 TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT,AND WASHER.BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, USE STAINLESS BOLT, NUT,AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND"FS"ONTO LID. EDGE. HEAT BRAND"MV"ONTO LID. ,�C HUNTER PCB 1/2" THREADED BUBBLER, SEE FLOW SENSOR,SEE LEGEND FOR SPECIFICATION MASTER CONTROL VALVE,SEE LEGEND FOR SPEC. TORO FCH-H-FIPT AUTOMATIC FLUSH 'I VALVE LEGEND FOR SPECIFICATION - ' 2"MIN. SCH 80 PVC NIPPLE, LENGTH AS REQUIRED SUMMERS/MURPHY & PARTNERS, INC 1 �-- FINISHED GRADE IN SHRUB AREAS l ' �- FINISHED GRADE IN SHRUB AREAS - PLASTIC ROUND TAN VALVE BOX, 6" - Mi — LANDSCAPE ARCHITECTS FINISHED GRADE 34197 COAST HIGHWAY, SUITE 200 SIZE, WITHIN D.G. HEAT BRAND "FV' DANA POINT, CALIFORNIA 92629 4 MIN. 24"WIRE LOOP 4"MIN. — — ONTO LID. �j T T — 24 WIRE LOOP XERI-BUG DRIP EMITTER WITH THREADED !ll Ili 1 SOIL (949) 4431446 FAX (949) 443-1631 IP �—FINISHED GRADE IN SHRUB AREAS INLET(SEE LEGEND FOR SPECIFICATION) NUM11PVC MAINLINE PIPE VALVE ID TAGS 2"I IN. FINISHED GRADE �I —10 PIPE DIA ► FL —5 PIPE DIA PER SPECIFICATION g PVC SCH 40 FEMALE — L ID " ADAPTER,2 REQUIRED I((=— _ _ TTT—lT[— M_U_ TRIPLE SWING,104NT ASSEMBLY_ �p,�4 S C 2 MIN o 2' MI o PVC MAINLINE TO FLOW III=III (I I=III —I I=I I—� —I I—I I—I F.� Mur ApFq �o° —III—I I = = PVC SCH 80 CLOSE NIPPLE I I I=I I I—I I I= I I I—I I I—I I F: SOIL �X/ % `� o ° ° ° SENSOR, PIPE PER SPECS. =I I 1=1 I FE1 =I I I=I I 1=1 c°� tio� . o I I I—III—III- I I MITI=I I I= �. "--- BRICK SUPPORTS BRICK SUPPORTS —III—III—I =1 I 1=1 I 1=1 SCH 40 PVC SxSxT TEE FITTING of LANDSCAPE FABRIC OR BRASS NIPPLE TYP. PVC LATERAL LINE PIPE FLEXIBLE RISER(RAIN BIRD PFR/FRA) LATERAL x SPRINKLER INLET SIZE Signature WITT PRO 5 WEED BARRIER •° ° o 0 0 0• TWELVE(12")LENGTH 7-31-08 APPROVED EQUAL DEWITT PRO 5 WEED BARRIER o o PVC FITTING(SxSxTTEE) LATERAL LINE, SEE SPECIFICATIONS Renewal Date SIZE: LATERAL x LATERAL x 1/2" FOR TYPE AND DEPTH REQUIRED LANDSCAPE FABRIC OR BRICK SUPPORTS J�'9�' 3/4"ROCK,2 CUBIC FT. APPROVED EQUAL Date PVC 3/4 ROCK, 1 CUBIC FT. PVC LATERAL LINE F p CA FOB MAINLINE PIPE TO MASTER VALVE 3/4"ROCK,2 CUBIC FT. " F LF (NOT LESS THAN 10 PIPE DIAMETERS) PVC ELL SCH 80 SxT 12"BELOW FINISHED GRADE PVC MAINLINE PIPE FROM These drawings and/or the BACKFLOW PER SPECS. LANDSCAPE FABRIC NOTE: g specifications INSTALL SPRINKLER HEADS 12 FROM FENCES WALLS OR BUILDINGS. are the exclusive NOTE: PER SPECS.AND PLAN. " u property of INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS,WIRE TO NOTE: accompanying slue IRRIGATION CONTROLLER.USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF SECTION VIEW DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS OR TURF EDGES. Summers/Murphy & Partners, ' OF THE FLOW SENSOR. THE MASTER VALVE ASSEMBLY. NOT TO SCALE Inc. and their use and publi- SECTION VIEW SECTION VIEW CTION VIEW cation shall be restricted to the SE NOT TO SCALE NOT TO SCALE SECTION VIEW SET ION VI original site for which they NOTNOT TO SCALE were prepared. Re-use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ FLOW SENSOR D MASTER CONTROL VALVE C AUTOMATIC FLUSH VALVE B DRIP C ) BUBBLER & ONNECTION A ON RISER Murphy Partners, Inc. STAINLESS STEEL TAN PLASTIC ROUND VALVE BOX WITH BOLT DOWN TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN FLIP TOP LID, SHOWN DUAL HYDRAULIC PISTONS TAN PLASTIC STAINLESS BOLT, NUT, VALVE BOX WITH BOLT DOWN TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. COVER, USE STAINLESS BOLT, NUT, AND WASHER. IN OPEN POSITION SUPPORT LID OPEN COVER, USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT, NUT,AND WASHER. HEAT BRAND"QCV"ONTO LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE CONTROLLER ENCLOSURE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. DIMENSIONS WHEN CLOSED: EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. QUICK COUPLER KEY WITH MALE HOSE BIB BALL VALVE, SEE LEGEND FOR SPECIFICATION CONTROLLER 0 38"H x 16"W x 15.5"D CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX STAINLESS STEEL J L TERMINAL STRIP FOR S T 16"WIDE TOP-ENTRY REMOTE CONTROL VALVE FINISHED GRADE — 3., Z —FINISHED GRADE '' 3„ -�- FINISHED GRADE IN SHRUB AREAS _ - FINISHED GRADE IN SHRUB AREAS 0 _ _ _ IN SHRUB AREAS _ _ _ _ CONTROLLER ENCLOSURE WIRE CONNECTION - - ��' -_ — — f_ NEMA 3R RAINPROOF RATED -_—_— — — IN SHRUB AREAS — — - _— _— STAINLESS STEEL, U.L. LISTED, III—III—I — — PRESSURE III—III- a°MIN. �—III=1I I _ r 4 MIN. _ PREDRILLED, REMOVABLE — — - —_ =III=III' III—III III—III= =III=III III=III- 4" MIN. _ N =III=III III=III= REGULATING WYE III=III— 24"WIRE LOOP —III—I I - III=III- =I I=III I I III I II I II I I W BACKBOARD. REMOVABLE FRONT _ R C y _ FILTER, MOD. # PRF —III—I I I I—I 11= III—III o — QUICK COUPLER VALVE III—III III=III °C PANEL NOT SHOWN =I I M I I INSTALLED AS PART OF VALVE ID TAG —III—I I I I=1 11= SEE LEGEND FOR SPEC. i _ —III-I I (fttiRtt(! I I—III— VALVE ASSEMBLY. LATERAL—i- PVC S x T ELL SCH 80 PVC GALV. PUNCH LOC(2 REQ.) F gW -♦-- PRESSURE SUPPLY LINE Q POWER SWITCH AND RECEPTACLE REFER TO LEGEND FOR FEMALEADAP. 2"MIN. CONTROL VALVE SCH. 80 PVC BRASS NIPPLE LENGTH AS REQ. MIN DEPTH AS PER SPECS. o ) 2'� FLOW MORE INFORMATION o $o BRICK SUPPORTS °` PVC MALE ADAPTER ,p o ° ° a SCH 40 PVC RISER o(t° TO DRIP MAINLINE • 8 BRASS TRIPLE SWING JOINT(SIZE PER QCV) <<1<1<1<1 FINISHED— �---PREFORMED ALUMINIUM PAD SYSTEM BRICK SUPPORTS, „ 4 REQUIRED USE TWO STREET ELLS,ONE NIPPLE(6 MIN. BRICK SUPPORTS GRADE = STRONGBOX QUICKPAD SCH. 80 NIPPLE TYP. LENGTH),AND ONE THREADED ELL FOR ASSEMBLY FILL BASE OF = = I- o MAINLINE,SEE SPECS. BRASS NIPPLE QUICKPAD WITH i 8 ENCLOSURE MOUNTING PAD 0 �. �° WITH PREFORMED ALUMINIUM °o ° o ° SCH 80 PVC SLIP TEE #4 x 36"REBAR STAKE DEWITT PRO 5 WEED BARRIER PEA GRAVEL TO I=I ?r7 I !�•o,L;'o� w PAD PLASTIC BASE AND ALL � O MAINLINE FITTING TOP OF BASE UNIT I I °� b •°�•°. B:atA�d C' LANDSCAPE FABRIC OR STAINLESS STEEL HARDWARE 3/4"CRUSHED GRAVEL I DEWITT PRO 5 WEED BARRIER APPROVED EQUAL COMPACTED TWO CUBIC FEET LANDSCAPE FABRIC OR 3/4" ROCK, 2 CUBIC FT. SITE SOIL APPROVED DEWITT PRO 5 WEED BARRIER EQUAL NOTE: V BRICK SUPPORTS LANDSCAPE FABRIC OR DEWITT PRO 5 WEED BARRIER 3/4" ROCK, 1 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE 1 1/4" PVC CONDUIT/ CONTROL WIRES TO VALVES APPROVED EQUAL NOTE: N E EDGE, INSTALL VALVE OFF-CENTER IN BOX. � SWEEP FOR ELECTRIC 5/8" DIA. x 8' COPPER 3" PVC CONDUIT/SWEEP FOR APPROVED EQUAL LANDSCAPE FABRIC OR 0 3/4"ROCK 2 CUBIC FT. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE SERVICE GROUND ROD W/#10 GROUND USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. INSTALLATION AT MAIN LINE DEPTH. cm M SECTION VIEW WIRE AND CLAMP SECTION VIEW SECTION VIEW SECTION VIEW LW SECTION VIEW r NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE r LO � W J CONTROLLER AND ENCLOSURE I DRIP REMOTE CONTROL VALVE H REMOTE CONTROL VALVE G QUICK COUPLERW `O VALVE F BALL VALVE W � 0 o cy Z °C o O co d �- � W 0 LOW VOLTAGE WIRES, 3 MAXIMUM Cc La WIRES PASS THROUGH GROOVES IN d ° ° d PAVING O UJ TUBE LID TO ALLOW LID TO CLOSE a RA o V - _ _ _ . . 0. CLOSE TUBE LID AFTER WIRE =III=I I=I °CIr IS INSERTED INTO TUBE — - -I I (=III- — - W SAND BACKFILL COMPACTED CLEAN COMPACTED BACKFILL Z -III=III- _ TO THE DENSITY OF Z W —I 11=1 B _I—I EXISTING SOIL -III=III- B III=III- o p M 0 -III—III- A _ _ LATERAL LINES =III=I A — — LATERAL LINES,SEE SPECS. POLY TUBE PRE-FILLED WITH — — — — - -1 WATERPROOF GEL I=1 _I=I IN SCH 40 SLEEVE -III=1 I I- III=III- _ -1 CONTROL I = = CONTROL WIRES =III=III= _ _ CONTROL WIRES,SEE SPECS. Z LOCK TABS PREVENT WIRE REMOVAL =III=III= I=III=I IN SCH 40 SLEEVE -III=III=III III=III- ONCE CONNECTOR IS INSERTED _ =III=III= I=III=� UNDISTURBED SOIL I=1 I I III=1 11='— UNDISTURBED SOIL a -III=III=III PRESSURE MAINLINE,SEE SCOTCHLOK ELECTRICAL SPRING =III=III= PRESSURE MAINLINE SPECIFICATIONS CITY OF PALM DESERT CONNECTOR. WIRES SHALL BE — — IN SCH 40 SLEEVE _ _ — C C C C W D D — D D -III—III—II III=III= —III—III— _ _ —III-1 0. PRE-STRIPPED OF 1/2" OF THE -III=III=III=III=I I —I I=III=III=III- Q WATER CONSERVATION STATEMENT INSU THE CONNECTIOR.LATION PRIOR TO INSERTION =III=III__ _ I=III=I PVC SLEEVES TO BE _ INTO ECTOR ONTO WIRES TOT :III=III=III=III=III=III=III=III=III= TWICE THE DIAMETER —III=III=III=III=I I (=III=III=III=I (� SEAT FIRMLY. OF THE PIPE OR WIRE Q (n BUNDLE CARRIED. THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE SCOTCHLOK CONNECTOR AND WIRES � Z DIMENSION A B C D DIMENSION A B C INSERTED INTO TUBE UNTIL THE DETAIL ALSO FOR PIPE O PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. CONNECTOR PASSES LOCK TABS 1/2" TO 4" IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. 1/2"T02-1/2"IN SIZE 18" 12" 4" THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER LL USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE NOTE: 3"TO6"INSIZE 24" 4" W J Q REQUIREMENTS. WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. J Q W KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. CERTIFICATE OF PROJECT COMPLETION Z Project Nome=----------------- Parcel Map or Tract No.:----------------- W Q Project Location=__________________________________ J co---------------- Q UJ Maximum Water Allowance: aO M (In hundred cubic feet) WIRE CONNECTION L SLEEVE INSTALLATION K PIPE INSTALLATION S M o M J Estimated Total Annual Water Use: = 00 a 0 co 0. ________________________________________________ (in hundred cubic feet) •. � LL Z �vW Preliminary Project Documentation Submitted= (initials indicates submittal) W J 1. Grading design plan 0 O Z, Landscape design plan 3. Irrigation design plan 02SA13BB07 SHEET DESCRIPTION Irrigation schedules sweeney + associates Post installation Inspection= (initials indicate CD!")pLet1DY)) IRRIGATION DESIGN AND CONSULTING Califomia 38730 Sky Canyon Drive,Suite C IRRIGATION Murrieta,CA 92563 NOTE: DETAILS Plants installed as specified 951.461.6830p 951.461.6850f ANY CHANGES TO THE APPROVED PLAN MUST BE _____ . Irrigation systems installed as designed email@sweeneyassoc.com ee eeneyass. .cwww. m c sweeyassoc SUBMITTED IN WRITING TO THE CITY OF PALM DESERT c Murrieta, California-Austin,Texas Ft. Lauderdale,Florida FOR APPROVAL PRIOR TO INSTALLATION DESICNED S&A DRAWN S&A These plans have been reviewed by the Coachella Valley Water District in accordance A copy of this certification has been provided to Owner/Developer and District A T F R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. CHECKED requiring efficient landscape and irrigation design in cooperation with the local DATE s r R I o governing agency (City or County). "Approval of this drawing by CVWD staff does not 1.17.07 G/7Y OF PALM L�E5ER7- constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, JOB NO. /N5PEG7- walls, and permanent structure of any kind may not be planted or installed in CVWD ALEGRIA MODELS/ON 5GHEVULE NOTE It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District and The City of Palm Desert's and USBR easements or right-of-waywithout first obtaining an encroachment permit CAD FILE Landscape and Irrigation Guidlines. REFER TO THE TITLE SHEET FOR THE GIN OF from CVWD. PALM DESERT'S INSPECTION SCHEDULE. _____________________________________________________ SHEET NUMBER NO TREES SHALL BE PLANTED WITHIN G.Y.W.D. DATE WATER MANAGEMENT SUPERVISOR Landscape Architect Signature Date License No, EASEMENT OR RIGHT-OF WAYS. CONTRACTOR SHALL IDENTIFY AND NOTIFY ID �l LANDSCAPE ARCHITECT OF ALL UTILITY CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR CONFLICTS PRIOR TO INSTALLATION OF 15 SHEETS 05-01-07 SECTION 02810 B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic 2.10 Irrigation Heads 3.08 Valve Boxes LANDSCAPE IRRIGATION pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. MiPART 1 - GENERAL 1.08 Cleanup and Disposal A. Emitters shall be used as indicated on the drawings. A. Valve boxes shall be installed in shrub areas whenever possible. 1.01 Summary PART 3 - EXECUTION B. Each valve box shall be installed on a foundation of 3/4-inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with A. Dispose of waste, trash, concrete, masonry and debris in accordance with applicable laws and ordinances and as prescribed by their tops 1/2 inch above the surface of surrounding grade rade In lawn areas and 2 inches above finish grade in ground cover areas. ill, A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The 3.01 Site Conditions satisfactory to the Owner. Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to 3.09 Irrigation Heads SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 B. The work shall include all materials, labor, services, transportation, and equipment necessary do so by the City's authorized representative. A. Inspections:to perform the work as indicated on the A. Emitters shall be installed as indicated on the drawings. DANA POINT, ICHWRNIA SUITE drawings, in these specifications, and as necessary to complete the contract. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish, concrete, masonry and debris which shall be 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the (949) 443-1446 1.02 Construction Drawings FAX (949) 443-1631 disposed of off-site in a legal disposal area. point where this installation may properly commence. B. Spacing of Emitters shall not exceed maximum indicated on the drawings. 1.09 Completion 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations,the original design, the C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. Due to the scale of the drawings, it is not possible to indicate all offsets,fittings, sleeves, etc.which may be sequined. The Contractor referenced standards, and the manufacturer's recommendations. 0 �PNDSCgPF shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing 3.10 Miscellaneous � . Murph q Equipment �� �G M y '�o�� I fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. Punch list to be checked B. Discrepancies: y e work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. off by contractor and submitted to Landscape Architect or Owner's Authorized representative prior to any follow-up meeting. This checked A. Install all assemblies specified herein according to th Cs k � �� p g e respective detail drawings or specifications, using best standard practices. W a° w 0 off list to indicate that all punch list items have been completed. At the time of the post-maintenance period or final inspection the work will 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. o✓ -� II work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the be re-inspected and final acceptance will be in writing by the Landscape Architect, Owner's authorized representative, and governing B. Install devices such as rain sensors, master valves, basket strainers and flow sensors as indicated on the drawings and as Signature specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown agencies.on both. The Landscape Architect shall have final authority for clarification. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. recommended by the manufacturer. 7-31-08 B. The Owner's authorized representative shall have final authority on all portions of the work. C. Grades: * Renewal Date C. 3.11 Flushing the System `f'�-1 Date ��Q' The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, F grade differ ences or d� 0 iscre anci 9 discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation 1. Before starting work, differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this notification is no of p p and maintenance g k, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths A. Prior to installation of irrigation heads, the valves shall be opened an OF CAL1F p p d a full head of water used to flush out the lines and risers. the irrigation system and shall furnish a complete set of operating and maintenance instructions. with respect to finish grade. These drawings and/or the performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. B. Irrigation heads shall be installed after flushing the system has been completed. a ccompanying specifications AnyD. settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's satisfaction 2. Final grades shall be accepted by the City of Palm Desert Public Works Inspector and Landscape Architect before work on this section are the exclusive property of 1.03 Quality Assurance by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, will be allowed to begin. p p y g p g, 3.12 Adjusting the System Summers/Murphy & Partners, paving or other improvements of any kind as a result of the work. Inc. and their use and Partners, A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who D. Field Measurements: A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. cation shall it restricte d to the publi- shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and 1.10 Guarantee original site for which they who shall direct all work performed under this section. 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall B. If it is determined by the Landscape Architect, Owner's authorized re resent p ative or City of Palm Desert that additional adjustments or were prepared. Re-use, repro- B. A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault coordinate the installation of all irrigation materials with all other work. nozzle ch anges will be required to provide proper coverage, all necessary changes or adjustments, as approved by the City of Palm duction or ublication b an P Y Y Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the furnish directions covering points not shown in the drawings and specifications. Notice of Completion. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under Desert shall be made prior to any planting. method in whole or part, is prohibited except b written P Y this section. C. The entire system shall be operating properly before any planting operations commence. permission from Summers/ C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no an made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these additional expense to owner within ten (1 0) calendar days of receipt of written notice from Owner. When the nature3. Exercise extreme care in Murphy & Partners, Inc. of the repairs as excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which D. Automatic control valves are to be adjusted so that the irrigation heads and d drip tubing operate at the pressure recommended by the specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these determined by the Owner constitute an emergency (i.e. broken pressure line)the Owner may proceed to make repairs at the Contractor's are caused by his operations or neglect. manufacturer. specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no additional cost to the Owner. E. Diagrammatic Intent: 3.13 Testing and Observation D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no C. Guarantee shall be submitted on Contractors own letterhead as follows: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by additional cost to Owner. offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with the Landscape Architect, Owner, and governing agencies. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM other work at no additional expense to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 authorities, verify permits secured or arrangements made by others affecting the work of this section. State of California licensed We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and F. Layout:contractor is recommended. workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual hours in advance, where and when the work is ready for testing. abuse, or neglect excepted. We agree to repair or replace an 9 p p y defective material during the period of one year from date of filing of the 1. Prior to Installation, the Contractor shall stake out all pressure supply lines, routing and location of valves and automatic controller. C. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from Z 1.04 Submittals Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional the plans, or where the system has been willfully installed as indicated on the drawings when it is obviously y Inadequate, without bringing N cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on this to the attention of the Landsca e Architect. T A. Materials List: p p g p his test shall be accepted by the Landscape Architect and accomplished before starting event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. any planting.the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon ' C 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the demand. G. Water Supply: D. Final planting inspection will not commence without record drawings as prepared by the Irrigation Contractor. ad Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of this contract. UJ 2. The submittals shall include the following information: PROJECT NAME: Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual 3.14 Maintenance 0 site conditions shall be made at no additional expense to Owner. Q PROJECT LOCATION: During the 90 day maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition a. A title sheet with the job name, the contractors name, contractor's address and telephone number, submittal date and submittal H. Electrical Service:number. CONTRACTOR NAME: providing complete irrigation coverage to all intended plantings. a a<a a ADDRESS: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions 3.15 Completion Cleaning I L b. An index sheet showing the item number(i.e. 1,2,3, etc.); an item description (i.e. sprinkler head); the manufacturer's name (i.e. Hunter shall be made at no additional expense to Owner. Industries); the item model number(i.e. 1-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. TELEPHONE: Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do not SIGNED: 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions.submit parts lists, exploded diagrams, price lists or other extra information. by others. d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified DATE: 3.02 Trenching END OF SECTION options and specified sizes shall p p all be circled on the catalog cuts. A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation 0) PART 2- MATERIALS shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these (�V e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall contain the manufacturer, Class 2.01 Summary dimensions shall be considered below subgrade. 1 or Schedule, ASTM numbers and/or other certifications as indicated in these specifications. O M Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. L0 It f. Submittal format requirements: furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from CM co W � the site at no expense to the Owner. C. Provide minimum cover of 18 inches for control wires. � r i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. TM 2.02 Pipe p D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. = v ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. A. Pressure supply lines 2 inches in diameter shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. E. Provide minimum cover of 12 inches for non-pressure lines. CITY OF PALM DESERT co W iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. B. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. O 0 3. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance by the City of conforming to ASTM D1785. W WATER CONSERVATION STATEMENT W 1,() O Palm Desert. No changes without City approval. 3.03 Backfilling W Cy s 9 2.03 Metal Pipe and Fittings4. Manufacturers warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inch in diameter. THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE Z F. O) 2 J PACKAGE INCORPO RATES A DRIP IRRIGATION SYSTEM. O d >- THE PLAN guarantee. A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of TING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER � LJ.I U am 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format B. Fittings shall be medium brass, screwed 125 pound class. the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE cc U _ Q described above. W density equal to adjacent undisturbed soil and shall conform to adjacent grades. REQUIREMENTS. O W 0 C. Copper pipe and fittings shall be Type"K" sweat soldered. - - V B. Substitutions: C. Flooding trenches in lieu of tamping is not allowed. 0 a III- 1. If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation 2.04 Plastic Pipe and Fittings Q CERTIFICATE ❑F PROJECT COMPLETION Z - O W Z drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owner's authorized D. Under no circumstances shall truck wheels be used to compact backfill. Z I.- representative for approval. No changes or substitutions without City approval. A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC N 'P p type and grade, National � � O Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. Project Name: ______ Parcel Map or Tract No,i O --------- 0 r cc U 2. Provide a written statement indicating the reason for making the substitution. 3. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or ASTM 3.04 Piping Project Location:___________________________________________ ------- Provide catalog cut sheets, technical data, and performance information for each substitute item. D1785. A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt Maximum Water Allowancei------------------------------------------- co 4. Provide in writing the difference in installed price if the item is accepted. C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet) and pavement. (In hundred cubic f eet) Z 1.05 Existing Conditions shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. 5Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and B. Cutting or breaking of existing pavement is not permitted. Estimated Total Annual Water Use: ASTM D2466. 0. A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings u for ------------------------------------------------ (in hundred cubic feet) electrical supply, and telephone line connection to the irrigation system. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. visual inspection and verification. g p W a Preliminary Project Documentation Submitted: (initials indicates submittal) B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the D. Remove all dented and damaged pipe sections. Q project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect, Owner's authorized representative and manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance __1. Grading design plan Q V City of Palm Desert prior to beginning construction. with ASTM D2564 and ASTM D2855. E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. Q Z Q 2, Landscape design plan R � Z C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall F. Parallel lines shall not be installed directly over each other. encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between be non-lead base Teflon paste, tape, or equal. 3. Irrigation design plan O :5 such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's LL relocations. The Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. 2.05 Valves recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before --___4, Irrigation schedules 0 J Q moving or handling and 24 hours curing time before filling. J Q W D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. A. Ball Valves Post installation Inspection: (initials indicate completion) iv it Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. Q 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. .. Q H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer. � Z E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. I. Centerload all plastic pipe prior to pressure testing. __A. Plants installed as specified I � 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. __B, Irrigation systems installed as designed �e W Q F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. •L (/� 3. All Comments:----------------------------------------------------- J LV 2 ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. K. For plastic-to-metal connections (for example: Detail "C"- Master Control Valve), work the metal connections first. Use anon-hardening G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage due to � Q pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with O Is operations. C. Automatic Control Valves: ____________________________________________________________ plastic female adapters. � M e U H. Contractor shall notifyOwner's Representative if an existing system is temporarily shut off, capped A copy of this certification has been provided to Owner/Developer and District M J 0 P Y 9 Y p Y pped or modified. Provide 48-hour 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings (see sheet IL-1). 3.05 Controller notice, prior to turning off or modifying any existing irrigation system. Comments: iOD Q 2. Automatic control valves shall be electrically operated. 0) ICL Z I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before b the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the 2.06 Valve Boxes installation. The electrical service shall be coordinated with this location. _____ _____________________________________________________ . , U. Y p J J 9 Y P Y P P PZ I� existing landscaped areas. All repairs shall be complete to the satisfaction of the Owner's Representative. � W 1.06 A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils. B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. It is my opinion that the work outlined above has been completed In substantial ^ Q V o accordance with Coachella Valley Water District and The City of Palm Desert's O Q � 0 Inspections Landsca a and Irrigation Guidlines. B. The valve box cover shall be tan color in decomposed granite and secured with a hidden latch mechanism or bolts. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. P 9 ad V A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide safe access for such visits. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. 3.06 Control Wiring ------------------------------------------------------------------------------ Landscape Architect Signature Date License No, B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape D. Valve box extensions shall be by the same manufacturer as the valve box. A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines 02SA13BB07 SHEET DESCRIPTION Architect, Owner's authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the whenever possible. Sweeney + associates Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. E. The plastic irrigation valve box cover shall be an overlapping type. to intervals IRRIGATION DESIGN AND CONSUL B. Where more than one wire is placed in a trench, the wiring shall be toed ether in a bundle at TING . Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. p g rvals of 10 feet. Bundle shall be California C. Inspections will be required for the following at a minimum: 2.07 Automatic Controller secured to the mainline with tape at intervals of 20 feet. 38730 Sky Canyon Drive,Suite c IRRIGATION Murrieta,CA 92563 NOTE: SPECIFICATIONS AutomaticA. controller shall be of the manufacturer, size, and type indicated on the approved drawings. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection. 951.461.6830 p 951.461.6850 f ANY CHANGES TO THE APPROVED PLAN MUST BE email@sweeneyassoc.com 1. System layout B. Controller enclosure shall be of the manufacturer, size, and type indicated on the approved drawings. D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be www.sweeneyassoc.com SUBMITTED IN WRITING TO THE CITY OF PALM DESERT 2. Pressure test of irrigation mainline (Six hours at 125 PSI or 120% of static water pressure, which ever is greater). Mainline pressure provided at each remote control valve. IMurrieta,California-Austin,Texas-Ft. Lauderdale,Florida FOR APPROVAL PRIOR TO INSTALLATION DESIGNED 58cA loss during test shall not exceed 2 PSI. 2.08 Electrical E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be DRAWN S&A 3. overage test of irrigation system. Test shall be performed prior to any planting. A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior Installations. used without prior approval from Owner's authorized representative. These plans have been reviewed by the Coachella Valley Water District in accordance T CHECKED 4. Ina Inspection prior to start of maintenance period B. All electrical work shall conform to local codes and ordinances. 3.07 Valves P E R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. 5. Final acceptance requiring efficient landscape and irrigation design in cooperation with the local DATE 2.09 Low Voltage Control Wiring A. Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the drawings. / s r R I c governing agency (City or County). "Approval of this drawing by CVWD staff does not 1.17.E constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, 7 D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor. Record A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Valve shall be installed in shrub areas whenever possible. JOB NO. GI TY OF PALM VE5ERT walls, and permanent structure of any kind may not be planted or installed in CVWD ALEGRIA MODELS swings must complete and up to date for each site visit. IlVSP�GTION SGJ�-1�17UL� N and USBR easements or right-of-way Connections shall be of the manufacturer, size, and type as indicated on the drawings C. Install all valves as indicated in the detail drawings. NOTE g way without first obtaining an encroachment permit CAD FILE E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a D. Valves to be installed in valve boxes shall be installed one valve per box. REFER TO THE TITLE SHEET FOR THE CITY OF from CVWD. Owner. different color for each controller. These colors shall be noted on the"Record Drawings" plans located on controller door). PALM DE5ERT'5 INSPECTION 50HEOULE. SHEET NUMBER 1.07 Storage and Handling NO TREES SHALL BE PLANTED WITHIN G.V.W.D. DATE WATER MANAGEMENT SUPERVISOR EASEMENT OR RIGHT-OF WAY5.CONTRACTOR SHALL IDENTIFY AND NOTIFY A. Contractor shall use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR S _i the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. LANDSCAPE ARCHITECT OF ALL UTILITY CONFLICTS PRIOR TO INSTALLATION OF 15 SHEETS . 05-01-07 I � I t)T/L/7Y 5�KMBOJ- L55END- I � I � � M I X 7-rPICALA/0 LOCATION KEY MAP I � � : � � � 1"I"RAIIN I TRANSFORMER (ABOVE &ROUND) � � MKIII'm � Now "� � � . ow" MW � W� 0�: MEW Now M� � � � � � � mm" � � � � � " � � � � � � , I I I I .: , :,,, I I ,,, 0, /+,>" I , I / - �: I � � � -, f7 ,I I , I � � : . " I "�� , � : � I In ::� �;' PRIMAR"r FULLE30X (FLUSH) 11 �,\,, I I .1, ! � t � 111.111,"X /1 �, � 11 :1 � - 11 I . � I �� I I TEMPORARY MODEL PARKIN6 AREA AND . " , O&�, 4�� . 11111 I . � I I ,�, I I 1 7 i I ] / I � � I ;/, , , I I I I I � I I I I I . I '.1 I - , -/! I � - - SHALL BE I V) W '? ,� ,,, , -Y,>,. I I 1. I : I I :, I � I . � �: � I 1: oNPC . D -)�� ,. I I � I , I I Tf;�Er-� T I � : I LANDS,, REMOVE0. I I ,� [w�-]E, , SUMMERS/MURPHY & PARTNERS, INC ,� V 5 ;041 i H VASHED tOX ARE TEMPPORAR"e, � I � I I . . I I . _ ] MAILE30X 1 .. ,: I I ,�� .1 . , 11 11 ! I �. I 1-1 I.. 11 I �z � I 11 ,� . I 42 , , 11 �? 'I'll , I . , I , � I I I . i� . T ANP C< - TO A I I . . I I I -A 1 . , I I .. ) I . , �i � 1 I ,�. I . .1 S.WLr0>-0U ;?NVER'rX>r I I ,� I r .1 I I /V 4F , r . , , , . I I ,. - 1::� AT f I I , , , 1 , , . � , , , LANDSCAPE ARCHITECTS I . �el Fetmo../E �,IOOEL ' r I I I I I I I I. �. ". . I "I . "I .1 , I / 11 I . . ,. , : 34197 COAST HIGHWAY, SUITE 200 : I . . I , i I I I I I . . ,. .1 :, I I �' I I ./ 1 ANDARV PROVUC,TION ONIT. I I I ,.. / . I :� : I I I , 1.1 , � 4�, ��/Q DANA POINT, CALIFORNIA 92629 ,r. I I �� 11 ANV ^ILI- J I I I I St, 011 11"X50" ELECTRICAL BOX (FLUSH) 0 RA , . ,, � I - j5I ,jLb , r : I . �4� I'll I i�: I . . .�, I - � I � 1. ..� 1 1 : . : / ", "I 0 .r I I ,��, ." 1 ;: I U11" C10 R I 0 . . : , � I ., . I I � I ,. , I : , .1. . . , , I I . . . , . I . I I I . ' . j ,* li . , I... . 1. , , , � -LUSH) . I _O NTkACT6 IN5�ALL I � I ,�� . ,r / I : I I : , ,. ,. I ,. ". : .. . . .1 M 11"X50" TELEPHONE BOX (r -f % ry . '01z/ I . I I I � I X � A 6ONVERSION PLAN SHALL BE 5UI5tA1T1= I I . .1 , -- 0 k (949) 443-1446 FAX (949) 443-1631 1 1 1 I fj" , I I I �I I ; �.: I I PALM M 1 I 1 1 .. .. . I ". I . I I I .�� (+�T F, INXI/' .11�1 1 1 I,. I . I I I , I I " I I I I I I. I F. ,. . tkT AP ::�VAL AT "I � , 11"X41" CABLE TV. BOX (ABOVE &ROUND) --Y)- I I I . . I I I / I -1,e". PoRAP,Y'TRer.;,,5 IN THatrl-.' wX 50 THE*e ��� I . �� . .q. I . / I I 11 I I .. � 1 11 I " ,�� / ,4, F-L) , . � � I . I : "OR CO I TY 'OF DEr�S I ., , t 0 . "I , � . I . . I . ." 1. ". � , 1. 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EQ �-.--: Z -, ::... � � m- .�.:, � . �� . ..... :�.. ...... . � J �=�- � -AlIrv.- : � : �.: 4 ; -, * N � - , 0 0 0 0 ..; �, 1, : :� - I � � _j-'i I ff� �. - , - , : L ,E-L", � -�t-�-...,-,-�-1 ,. -9 1 ...� L�: , : -.....I " -4 �� I ....1-1-11-111-1 I -CC n � UU . I z :z 1-1--l-111-- F- , - -, i 0 1 , Z [�71 - - - - 0 /\//\\ -1 I I (^ I - - - - . - - - - - -- - --r= ,-F�� - - - - - I - - .. 1 1�11171-��..I - - -=-�- -� !!,-V=-= - � � � � - ��= = A ...........-.11....I'll I 7- - - - '- - - - 0 0 -1 I I - 1 ,Z��q_ 0 ?Lj < L��, z -=-- - 00000------� I .11,111,11111.111". 1. 11,;,ly I NOTE: Cie . . . . 0 / - I I Uj I -.1- \I,--,- 1. �, *-- ALL PLANT MATERIAL SHALL BE APPROVEI�) 5)0' LANDSCAPE : - � . . � I : � � ! q � . i ; i : i. . I : � I �- : --1-001 .......: ......�; ; : ...... � .....................................; 7- 1� : -.... ....... � .....- �. ... .. � 11*.......... , 11 � ; QV : � ; I : � � � � q . ; . ; � � : �- � I ; � I � : � : ; ; � ; � . � � . ; � i % � I . Uj I � : ' - -- ..... ---... i � i � � � � ,. ,� i � ; � ! �q :� %. .; - . �.A - Of ARCHITECT PRIOR TO 1'�ELIVER**r- CONTRA07OR SHALL PROVII�)E < : i .1 � �. I � � % ; � : �� ! FT e 1.] : i I ; � � . : . . � � w � � I : ; � I I � � I : � � : � SALES I � : � : � : � I % . � �-1 0 . 0 1 : I �. .. ; � . � . � : �� . � � �� ! I : �; . � I � � I I I . � � : .1 � : ; U) I ; . a � � 1 . z i � : I � - FT7V < LANDSCAPE ARCHITECT NITH PHOTO&RAPH5 AND SPECIFICATIONS . j ! . ; % I � � % � 11 :� '%� ;; � : �� .� ; ;! \ ! I : � �; � ! % �. � i . ; I ; �� i % : � ; I : - I . I OFFICE '%% :: �. ?! % ! \ i \ ! �. : � ! � � � � .% i� � - . � : I . � . � % f � � �1 I � � � � � � � 2 ; % � : � i � . I � � ; � ; � : . : % 11 . < I � i I ; i� ;. � � % � I : � ; % i � � �. i OF MATERIAL RECOMMENDED TO BE PURCHASED B*'r THE --. "" � , I � . . . � : L ! �, ; � : i � � (D I I 1<1<1< % ; . . �; ; �% ;; 1� ! % � �� � . : % I � i I I (5.F. W.7 % �, � . � . % � . : .i� : � � i� ; % � �� i 0. I .�� i� .� .. �. 1: %, i �� .; %� /1 �� :: 1% i % ;. I �, CONTRACTOR. FOR ALL TREES ABOVE 3611 BOX, CONTRACTOR I's --O- � . % : � : I Uj � % I ! ; � � � . i : i � � � � I I %� : I .. %% I � � � � . ; i :. � 7 % �: ....................... I � ;� :� . I % � . i �� � i� ! �, �. �� �; I I � : � � : I ;, � ; - =� 0 . � � � �� ;1 � :: %. i � �: �� i SHALL PRO\,/Ir;)E PHOTO OF EACH SPECIMEN. FOR ALL TREES / I . . --L - �, / ;�. :: �% UNIT 1��% /: UNIT 3 i ! . � ;� i � : � : j M : � I . . % � � � ? � : � � s � I . . � . . : . . � ; � � � E=W % � % � � : � ; � ; � � : � � 1 . . . : �- 1� � �: UNI ' ;i 1 : � -111 --l-�1.11, ; % � � : � : � : : i : � , SHRUE35 2411 E30X AND UNDER, CONTRACTOR MA--r SUBMIT A I : % ; �./ ��. �� NO DEL T13 ',,PNIT 2 �11 �: r r) : I I MODEL � ; I � za-- : : �. �? � � : V 1. I '� V � � � : I . I / I -T : I "REPRESENTATIVE" FHOTO&RAPH. LANDSCAPE ARCHITECT I � .11111-1....� -------;� � F- I // I 0 RESERVES THE RI&H7 70 REJECT MATERIAL 1;)ELI\/ER'%r 70 THE � ....................... I (0 1:� � , , / --L---7-- � FAL-� 160.7 : -, :: � \ ; :� I � s----- ---111-1....-.� .....-, ., :: ; � : I� � 1, ," :: I 0) 1, :� � � I , 0 0 E 517E N07 PRE\,1IOUSL-Te APPROVEO), OR N07 REPRESENTATIVE OF :: \ I � � % . 11� :: I � E:D- qt . q / ) � L � 1� �� i� %� .? :: .,"I. � \ i� � : I :: ...... �.... :: , " I . 11 \ I � -, - / - _ �, % ; � - I - - - %� ;. � i = 011 THE APPROVED PHOTOVRAPH5. cm . N / % ! �� ! F.F. 161.45 00 I % I � : I Vj QV / I �� % � %�; / � i - ( '%'��- go ALL PHO706RAPHS SHALL CONTAIN A PERSON OR MEASUREIN& 0 C0 I / � 11 � !; �,.� !.?! UNIT I I � <L to qt � : � .! POLE, AND FRAME THE ENTIRE TREE / SHRUB. SPECIFICATIONS cm Ct) 0 CH BLDG. � � I � ,- F.F. I&I.45 % ; 11 I - I ! � I - ': . 0 � - \ ! �� / � � 0. SHALL ADDRESS CALIPER, HE167H 4 K1�7H OF TREE / SHRUB. Uj #--* � � I I H TM % � 1� .. �� I � ; % �? �,, \ I \ :. .� i � F- to / I 0, 26 UNIT I �� : %� ;, I. .j 0 ONL"*r PLANTS K7H 57RON(5 7RUN<5, 6OOD BRANCH �� /. : I � : 1�: � I ......�........ ...... *40* I I �. . ,: CONFI&URA710N AND INTACT LO�NER BRANCHES KLL BE �: : 1- I 1� I .. : 1,11 I � � . � : %N- j MC)UNDIN&. DASHED i� , 1 5 (D � \�,�� I--10 I :'\ I � SC , <� � MODEL : -.., ,� V I , ca I .....- -...� L.."�, 0 C, 7 D. Uj - � SS 11:�, I �- Lo CC )� \ � FOOT CONTOURS. � �: "I I W 0 0 1) I 11 - � I - I� ,-�'-�, I ,--------. ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSF-R'*r W LID 0 , , \ , =a- ,---::�:� ,--.-.. - - il, I Is I r C-4 �, ,�,/ I �. 0 il �': ;, I --� 0--�� 1,:. e� STANDARD ANSI 500 AN]:;) ARIZONA NURSER"r ISA STANDARDS. I I "'.., - - C C --- . ,/000-�� -���-���� 14 - -I " ..'� AS - � , FS -0- _---- " , �....: I . P G -`,� 777�= `��71 �I --- 0 co 4 > I z 2 ". .. .'' - ----� - M Q / It, ,;:"�:�.,I I 0 �- Uj C.) 2 I ..........- A , ----__ MQ- _ n-,-- - (z . RE6ARI:;)LESS OF f=1RF-\/IQU5 LANDSCAPE ARCHITECT OR OV4NER .1- -11- \ 0 1 " ---- W � . - - .-..-..\, ,.5 1 MW ---- 0/ !" " Q - < i :::-,.- -- ------ -- , 1 1--1z - � ............ \ ,-.7�,-!7--lZ'---� 17-7 1. . - - -I'G- - - ---- 0 ,1� cc I , \ � .,'.- �7. '� AFFRO\/AL5; THE C,1 7Y' OF PALM 1��ESER7 LANDSCAPE I NSPEC,,70R IX U.1 i I ". 1". -/,��":........!,.......�, -Ie- cc \, - � , / 'I, 0 � ,----� 0 W q r- . I : � ,,r, � /- \ \ I �) ",:.,..':., ,.,,-,. �, 0 1\�7 1 00, AND MANA6ER RESERVES THE R167HI 70 REJECT AN)e AND ALL - W I/ -, - -1 - *��� 'I / : -.,,,-,.:. � - .11- 11 - -- = F ,� - 1-,,:, "...- ��., � 'I', ��,,-:��4�-, . ! .11/1 / ? ? � - - - - - 4� ,,-L,-,:� - .1 ---� P; 0 I PLANT MATERIAL. 62 CO < 11 ! � � : - 11� - , ,,�� :,�, / / 1 ; , : I . - - -.: IX �- /1 ; ; ; : . 1, FS - ;. : PG ;;; , I LU 8 I : � : : : - : 0 1 : 1 : � 'LiAl I . "'I.-� . / ;!; : : I ) , , � .;�.. �,i il-,'."-;�- � i , z CC N W Z " . . .. ., - - I I : I �:, :". -- I ; : � : . I : , " > 0 , / ; ,. ;� --- : ; � I : : 1%. I �- 11. -,-� ...j --.. �, ---, - : : : ---- ;1- � .,.� j ��� � � I . . �-I - .."." ;,-� -'��' �r- r . . . I I r : ; I i : ; k) , <--,,- , -( -- /�- I ��. .. "I . I ,,,, . . : : ;i --� .1 11--�`, -"%� , � �' - ( 0� .1 - i2-L�� I "I " I ! . . %. -11 : � / "I �', . � .-,--��,:-'z -,!--"�-, � . � 1, / . "I ,. . . , �'. i ..,� �-- � : : I ; I I K ,���,,, , - - ' ' : �� - ,,-r ," , I I., ! ; I , - � : � . / I . ... : � % - �I'll.." ... -.��� 1, . � . .., , r " : i . .. �-� I .. 1 I ; � : -��` 11�1'11 117. . 'I-,' - -'� -,�','�111 . .i 00 . . , ., . , ,-�� - ... I � , , .. , ; - - \ � .� . �- e�.�, ., ; ; ; , � , I , I .....': I � , I . , , " I ,,,,, ,,, -:� �, / I . , . , ii ! ...... " .,r ', %-/ .. - I ,r .1, � I .1 I 1: 11 : - - - 0 '� Q,;, �J� - - - �,- �-,, �1/ I-, \ , I � : � : "I ".. " / , ". I ,.", ,.... / " � . I 1: - . -\:L, ,,� ,,�'--,'------,-,.' ?"..., \ . � ,. , . , " I . - . . I A , ... , .. 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", I � " "", PRE ., BY 5"k /, ", I ,/ "" 7, �� ;! ; - - , , /I/ "I .. , 1 I , I .. ,, - , I/ "I' ../ /, ., "". ,� I � I p : : - - - ', /--- ,�, \ 15 � . ,,, 11 ,r '..., .. /, I � I I I - - - �� � \ I" ., ,� "I ... ... 1 I ... I I . : I : . - - - ; -% 1".. �� I I : I I � � ".. ,... ", I "I' I I I . . . ! z . 0. 11 . � I "I : I ; � . � � � I 11, ., ,, .. � : . : I \ I ..". ..'... "I'll I ... ,... "I, .. 1. : I i � % % \ 1. "I '. .1 .1 I : . . . : I % � � ' I .... ...... .1�11 "I, �- 11: I," 1 'I, 7 !!!, 11 � . : �i ;. � L 1. "I I . � I, "" ", 1 . . I I I . I . , � I : . I I � � I I � I ; ; . . , tL-;". F-4. "I' ,/ 1 !, I 1, LU 9 . "" ..,, ... I : I . � i % "I" I . , , . . % 1 ; " , ", I ' I I : � ; 1, REFER TO \/INE AT7ACHEMEN717)E7AIL (0 . . � 9/ "" "'.. "I',"", "I.,. //,,� ' I I ,.,i """, ....'.. I . ", .. . �i �. �;. \ - (L I 1.r ../ """�, ,",",, / / ,,,,,,r ,"', '.. "I", "I ". """ I I �� %i � I ON SHEET FL-)-I FOR NANE TRELLIS AHEN < I ." I"', "', , " I / "', , , ;. ;. �� PA I "', , "I "I ERT6 PLANS z I 1; 1; ,I , " " I � I 0 -1 , "" "I �` -, � "I � � ; \/INE 15 PLANTED AI�QAOEN7 70 BUILDIN6. c,.\/.N.1�) � I I I F A , D 5 .- :S� I" I" .. � � . I "I !/ , 'I',, ""I I", 1. 1. < C/) , . I , , I I r , , , ,. , , I 1. I ,r . , I , � r , � r, 1 , , 11 1/ 11 NO DIRECT ATTACHMENT SHALL BE MADE C I 7N'To' OF (N-U-C,,-O-L-S-) < 20 I - - - - SEO GUSTO V I N E L E r-57EN:�) TO STRUCTURES. 707AL ,JOE FALM DESER7 RF-61ON-6 it jr z - ----------_ 0 :5 1 S"�ME30L DESC.,RIF71ON SIZE GUAN717`( NA7ER NEED NA7ER NEED 0 U. � : UJI j < � -*-- BOU&A I NV I LLEA 'SAN r;)I F-60 RED'- 5TA<F-I�) 15 &AL. 20 LOA / MOD 0.5 MOD .J < W � < 0 1= � ALL 7REF-5 TO SE LOA BRANCHIN6 SIN&LE 7RUN< OR --&-- 6ELSEMIUM SEMf='F-R\/IREN5 15 &AL. a MOD 0.5 Mor;) 0.5 F . < MUL71-BRANCHF-0 AS NOTED. ALL TREES 70 HA\/E CAROL I ANA ,JESSAM I NE I Ix z LONER BRANCHES IN-7AOT. NO LIFTINry OF CANOP"'r C.V.N.r;) �e W 0 LONICERA ,JAPONI(f,A 'HALL I ANA'-STA<ED 15 &AL. 4 MOD 0.5 tlloi�) 0.5 co Yt � 7REE AN F.-o) OR 7OFFIN(5 OF TREES 15 PERMITTF-r;) NITHIN THE C17Y Jk .j W 2 i (f.,17*r OF (N.U.c.,.o.L.5.) HALLS HONEY'SUC<LE � OF PALM DE5ER7. 707AL -.105 < 0 � - AC..,C-,,EN7 LEr.-;ENI�) PALM 1�)ESERT RE(510N-6 SOIL AMENE;)MENT NOTE 0 � �: C9 2 0 � OL DESCRIFTION SIZE: $ SFACIN67 GUAN717'*r NA7ER NEED NATER NE:E:]:;) ATTHE CONCLU51ON OF ROU6H &RADINC7, AN A&RONOMIC SOILS ANALY515 SHALL BE 00 .j PREPARED BY THE CONTRACTOR AND FURN15HED TO THE CITY OF PALM DESERT FOR THEIR M: C4) < in REVIEY4 AND APPROVAL. THE IN5TALLIN& CONTRACTOR SHALL INSTALL ONLY THOSE 501L Co Co) CL Z � AMENDMENTS AND FERTILIZERS AS RECOMMENDED BY THE 501L TE5TIN& LAB/ FACILITY. These plans have been reviewed by the Coachella Valley Water District in accordance * LL < i AS p, T e � i with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. .j � ACACIA 5TENCPH**rLLA 56" E30X LON BRANCH 2 LOA / MOD 0.5 LOA 0.2 r �i 0 SHOE5TRIN6 AC,ACIA requiring efficient landscape and irrigation design in cooperation with the local ..� z �- 0 W i --% < 0 in I 0 / S T R � G goveming agency (City or County). "Approval of this drawing by CVWD staff does not 0 0. < � 0 cc ad It - CALLISTEMON 017RINUS 36' E30X LOA BRANCH a MOD 0.5 MOD 0.5 constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, 13- W �- 0 2 � 0 LEMMON B077LEBRUSH walls, and permanent structure of any kind may not be planted or installed in CVWD � and USBR easements or right-of-way without first obtaining an encroachment permit SHEET DESCRIPTION � CH from CVWD. � CHAMAEROP5 HUMIL15 56' BOX MULTI- TRUN< 4 MOD 0.5 MOP 0.5 � 0 TREE, VINE & ! MEI�). FAN PALM (-5ROUNI�) (f-,,0\/7-R I DATE WATER MANAGEMENT SUPERVISOR MQ MELALEUCA aUIN0UENER\/IA 56" BOX LOA BRANCH -1 Mor;) 0.5 MCI;) 0.5 S)"M50L DESGRIFTION PLANTING PLAN i 0 CA,JF-PU7 TREE 2 " 7HIC< LAYER (AF7ER COMPAC710N) 1�)EOOMFOSEI-.� 6RAN17E. DESICNED � J.L. � 11 CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR � ov No SYMBOL ALL SHRU5 5EDS. "NEN CALIFORNIA 60LI�) / 5/5'' MINUS N17H ! I I DP,AWN i 0 OUEROUS NAR&INIANA 56" BOX LOA BRANCH 4 MOD 0.5 MOD 0.5 IIF/o FINES. AVAILASLE ENT` <Rr-,., ROC<. ("760) -744-105(of J.L. - SOUTHERN LI\/E OA< v�^v0-,rr,rcc.k.c.crn NOTE : SMP NO TREES SHALL 5E PLANTED NITHIN C.V.N.D. EASEMENTS OR DATE RI&HT-OF NAY'S. 01.17.07 1 PG PROSOPI 5 6LANOULOSA 56" E30X LOA BRANCH 4 LOA / MOD 0.5 LOA 0.2 N07E: JOB NO.124455 0 ALL IN57ALLA71ON AND MAIN7FNANCE SHALL MEE7 OR EXCEED NOTE: CON7RAC70R SHALL IDEN71F�'r AND N071F�'T' CAD FILE TEXAS HONE"r MESOUITE AlegriaMTree : THE r-,,IITNr OF PALM DESERTS "LON NATER ORDINANCE" AND � LANDSCAPE ARCHITECT OF ALL UTIL17**r r-.,o,ONFLIC7S i SHEET NUMBER - � i FOLLON THE MAINTENANCE SCHEDULE $ &UIDELINES 11 PRIOR 70 IN57ALLA71ON Sr-.,ALF-: Ve5 " = I '-011 � ! ESTASLISHEI�) IN THE CIT)00' OF PALM 1�)E5ERTS 1:;)ESERT FLORA I FOUCUIERIA 5PLENI".71ENS 15 CANES MINIMUM e5 LOA 0.2 LOA 0.2 MAINTENANCE 67UZ)Ej CURRENT EDITION. P L�l � (P OOOTILLO I 01 51 I&I 24, NORTH - �OF 12 S � I ,O,,- "<x j 71 M11% I I / I ;V 17 �� ; �4 "P � - '��' �," �Us�rcp;4,,,Pe��P- 1� - ,V I f� I 1�- 0 , I , ( I I -)4 re-`-11 *1. I , I . . I I , I , I . I - --- I 1 05-01-07 - � � . . � , � I . . . . . . . . . . . . . . . . . I . I . . . I . � . . . . . . I . . . . . . I I . . I I I I I M I UTILITY 51'MB01_ LEGEND N TYPICAL A/G LOCATION KEY MAP I � I �a ■■w■ � �� ■ ■�w� ■�� � ��7 �■� �� �� � � ■awn ■w�� h; �■�I ww■r Iwl�� wrM ■ �� � w■�k � wl�� ■■■�1, �wnli �I■■� w�■n �� wl■�y �� A■�I■I � 1■■�I� �� �� � � � I ■ter V,'I KIF1 TRANSFORMER (ABOVE &ROUND) I I , }I. 1 _ � I . M I'N IA,AN 1'-T� PORA Y M 'ARk, Ft C�17 1. I htC� A�E�4 AND �\. ti T I PRIMARY S •I, IM Y PULLBOX LUSH �\� 1 I LII X N J.. O F LA 5 P A ` A. : ' GA SH LL F3 'Ri=Md Md Ci I� � � V�D T ILL c� ,� r � I i T 'Q r T 11 S _ MIL 2tl MAILBOX Y/ J" } I LBO �` I ' I�U L T Ata T r, f I7 OUT GOt*IV , D TO I C 1 , I SUMMERS/MURPHY P � �T r '9 T do PARTNERS, INC l '`P 37UG�'i ,UN T ' A. ,: �J' AhU7A�D � �. I � LANDSCAPE ARCHITECTS f�l 17 X30 ELECTRICAL r ELEG G L BOX (FLUSH)) , Q �' A O . R 34197 COAST HIGHWAY, S IT �t E•- /� y HWA U E 200 1 . I� 3 O TE EPHON X r L E BO LUSH DANA P� (F ) C POINT, CALIFORNIA 92629 dR 7-,r' ti F G C31= AL DE >CtZ AOVAL AT ) IOM • / 949 443-1446 - F 949 44 T FAX 31631 �y� o �T a xa,. : CABLE TV. X L BOX ABOVE GROUND I ) I '9 A A A Y 1 IN f T , � .:, � I IRRI&ATION CONTROLLER POWER PED. ITI �' / O /` `'r ?''' r w.'° O ill �.?', I, a s r , _r r S l > , N C ., FIRE HYDRA '9 COS NT ( II 1 < s r. r� r r I r r �.�` , / E:kO F CC :, C a c /''" T t. M M , . q , ,> Ph V !\,� � r. y Q ',. . . . / ...., ... ITS1. '� AA TER. TER METER �.. , , , : r T , ; , 1. , . _ . :. i f. ti I 1 ( 1. 1 0 t 1 1 1 t ry-,~ y T d k. C . . . : . . . . . . : -. . . 7r: s' I t a: YAR D DRAIN w a� W 0 C1. 1 Q I1. t i , C's 'k 1 \. r GRATE I a NLET Si r / nature w 9 a: ` 1 7 31 08 � t��w�":,:,_ }}{t Y I{l 7 Renewal D t '��' I'l k ® BUBBLER X ae 1. 1. L BOX � i , r : T , DRAIN PIPE s Date P T t - I ..", "... ': ��-,;:- -:�:��:�:�::: � a0oul 9 T 1 o• F 0 F o r F 1 I�rI 12 L 1 �Q ,'k F OW LINE i { L L r r ,. l 2. 3 �J ��_ %r, �' M T ; : /"�' 1 These drawing s and/or the l: r T I 9 � ,'Q T <: T IIIOV. BO ARD : LL LIGHT. . . : . . . . . . .. . . . . . . . . . . . . . . . .. . . . . _ . . _ . /, i , t . . , accom an in s ecifications r . ... k �--t- :: THIS PLAN REFLECTS:. . L S RECOMMENDED ar e e the exclusive ;, / ,. .� property,; ,. ,, ; ;. e t of , : , , r / , P P Y _ . , L...:,J ' LIGHT FIXTURE LOCATIONS i L TIONS ONLY THE r: Summers/Murphy / .., /. & Partners T ; OWNER SHALL HAVE I „ LL VE THEIR ELECTRICAL w . ��T �� .. „ . ...... ...... . . . .. ... ... _�_. - _ ,_ . .. _- ._. _ FLANK SINA -TRA'" Inc and their u ',. , . . k. use and ubll . . . ..... .. . . < , ^ 7 � r I " e ... - S. i ENGINEER RECOMMEND i. ;,. ND ACTUAL FIXTURES. i :. fi, �1 E cation shall be restricted d to the ' est cte y;: <' .;, `' ELEGTRI G EN6I NEER SHALL BE « . : NOT original site for which the O TO SCAL E L E FOR,.✓' L E EGTRIGY /. ALL L AL r - were prep ared. Re us repro- . . DESIGN A S NEEDE P e e o D TO MEET THE P'�;' CITY OF P I` ,, PALMduction or ublication b an f , rDESERT>. , :,. 5 LI&HYING ORDINANCE. P Y Y T , : ._.... < ;:: :'; ::.::, .. ,tea:. .,: ,,.,. :'.'.' , �'�k.. /� ': J / r�,: 1.1 . h r method, in whole or r ,� 1 a t is :r. P i: . .i _ . 3: / :. . .:: ::: 1. // . . /..:." :... ,., , ,: is /', i :. ,. except b written , ,., / , ALL LIGHTING SHALL BE APPROVED BY r. ALL P P Y / :: / ;: / /. /. :. /,:. :' >,:: r ermission fr,.. :. ,.. _ , .,: om Summers I . r �' : THE CITY OF PALM DESERT PLANNING f ._ r / P V Q . . 1, .: ':' DEPARTMENT PRIOR O TO INSTALLATION.:'r wr:. Mur h & Partners, IP Y Inc . I'llrif / % / Y% r r / k r': r //1 i' , - '\ 5-- 1 l / I 6 «" i - O / /- /L ���:�:� -,Aft ;i i %, i r I '" '" i% i. y'\'-'. I _.. , � < I I ,-----, :�� ,----� .... r, :. t, _. I < : s i ? r -I_ s / . o o "4 T I NOTE • .. ., L_ I `', I ALL PLANT MATERIAL SHALL BE APPROVED 5"'r LANDSCAPE z ..................... ; �C _ . : « o .._..... , ARCHITECT I TECT PRIOR TO DEL I VER`r. CONTRACTOR SHALL PROVIDE ' • - - -_- - - - - - - - - - - - - - - - = - -- -- - ' ' LANDSCAPE ARCHITECT Yell TH PHOTOGRAPHS AND SPECIFICATIONS 0 I O o T,% . �,. r : I OF MATERIAL RECOMMENDED TO PURCHASED �3Y THE « cc \ _.._ ... & _,� ;_._ __ ____ ____ ____,__ ___ . _____- -____ _ ____ __ < ; - CONTRACTOR. FOR ALL TREES ABOVE 3( II �..�..' QV r o X� O CONTRACTOR SALES !: SHALL PROV 1 DE PHOTO OF EACH SPECIMEN.I MEN. FOR A 1 % ' Te . W (n , • % « a ALL TREES / Q OFFICE MAY SUBM 1 T A Q S, . . I `. `; ,, � ` f I "REPRESENTATIVE" I II 24' �3 o : , REPRESS , G.F. I60.7 ' �� ENTAT I VE PHOTOGRAPH LANDSCAPE: ARCH I TSGT <<<<<< , �� L_ I ITS UNIT 2' 70 T ................... UNIT 3 , ; , NOT PRE=V I OUSL1' APPROVED, OR NOT REPRESENTATIVE OF THE MODEL I APPROVED PHOTOGRAPHS. i i MODEL UNIT'3 UNIT 2 i1. I � >__� ALL PHOTOSRAPHS SHALL CONTAIN A PERSON OR MEASURE I NS ' « o - POLE, AND FRAME THE ENTIRE TREE / SHRUB. SPECIFICATIONS PAID I O.7 " .. ��. L .i :1 � ; I QD HE S ADDRESS CALIPER, I STH $ WIDTH OF TREE / SHRUB It : F.F. 161 .45 I <S, GO ANCH GONFIOURATION Qv ONLY PLANTS WITH STRONG TRUN OD BR 04 % AND 1 NTACT LONER BRANCHES A I LL BE ACCEPTED J BLDG. UNIT 1 CH to } F.F. 161.45 %��(/ �- - N M i 'If1 UNIT 1 � H � ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY W � I /YJ! \', 11 IT�,: ; STANDARD ANSI 300 AND AR I ZONA NURSERY I SA STANDARDS. H TM i 1* .11..._........... 11 ] I M DEL O) O , RESARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OANE:R W : . I I k_ -- _______ ,- :...' ' I ,. .1 z APPROVALS; THE G I TY OF PALM DESERT LANDSCAPE: I NSPE=CTOR I j LO it z _ � I _ . _ .._.._ NASER RESERVES THE RIGHT TO RE.JE:GT ANY AND ALL W O • AND MA ; I I , X X T � � ..", It,- . X T " PLANT I- _X i O MQ va , : _ O O �7 _ - - MQ _.. . , U _- , , '' , f _ f , , i T i /�: i/ � , :r z \ f. ` M W , ` ;:., _ W - - - _ _ , , - - - - - \ - - r - _ _ _ ® r r � I r ;/ _ _ _ _ .,_ - . ,.. �- :�� � ;.� � '� I I NST�LL�TI ON AND M�I NT�N�NG� SH,�LL : _ 1. ^ S/ �,. . \.. - PG _ \ " . ,'" , M��T OR X G E=D THE CITY OF PALM_ DESERTS / `. _ D SCR `�`•.L" . , ` r `'err F.i.. t_,.�i '�� `W Z ` - - I I ■ / I I ,V r r (, AND FOLLO�N THE _� r � �T };: ,. _ MAINTENANCE SCHEDULE $ GUI DEL I NES P A �' t_ a2 - - _ _ ® « �:: _: �. � X « /r�,�,.-._ ESTABLISHED IN THE C 17r OF PALM DESERT'S CO) F P A 1 P Y s A - - - - - _ _ ,_ _ . , ' ' T., "DESERT FLORA" MAINTENANCE SU I DE, CURRENT Z - - - - - - 5 - - - - - ` EDITION. a W E T 5 Q PAS P B E 0 T _ - - Q � Z � ___________� CC 0 :5 � 0 LL W J W C I T"r OF C.V.A.D J Q � a � Q SHRUB LESEND: TOTAL PROJECT PALM DESERT (A.U.C.O.L.S.)- R5510N-6 Fw Ix z SYMBOL DESCRIPTION SIZE OUANTI T`r AATER NEEDS SPAC I N5 AATSR NEEDS W O � co z ASAVS AME:RICANA 15 SAL I0 LON 0.2 6' O.G. LON 0.2 ` 0 I L Abt ENDMENT NOTE J W .M GE:NTURY PLANT Q � AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE < �. a V (::© ASAVS 55MINIFLORA 15 GAL 10 LON / MOD 0.5 4 O.G. LON 0.2 PREPARED BY THE CONTRACTOR AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR M THIN FLOAER ASAVS REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL CO Q Q AMENDMENTS AND FERTILIZERS AS RECOMMENDED BY THE SOIL TESTING LAB/ FACILITY'. = M a Z 0o SOUSA I NV I LLEA "RASPBERR`r ICE" 15 SAL 2 MOD 0.5 a O.G. MOD 0.5 Cl) � W Q BOUSA I NV I LLEA - 15 ZI- OJ ! X CALL I STEMON V I M I NAL I S LITTLE JOHN 15 GAL 16 MOD 0.5 6' O.G. MOD 0.5 � Q V p DN4RF NEE:PINS BOTTLE BRUSH These plans have been reviewed by the Coachella Valley Water District in accordance O 0. Q O p' T E R with Water Code Title 71 Division 1, Chapter 3, Article 10.8, Section 65597 et seq. o- W � 0 � G I STUS PURPUREUS 5 SAL Ci MOD 0.5 5' O.G. LON 0.2 requiring efficient landscape and irrigation design in cooperation with the local ORCHID ROCKR05E: o , G1 governing agency (City or County). "Approval of this drawing b CVWD staff does not s r R 1 g g g y C �' y) pp g y SHEET DESCRIPTION X HESPE:RALOE PARVIFLORA 15 SAL 16 LON 0.2 5' O.G. LON 0.2 constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, RED YUCCA walls, and permanent structure of any kind may not be planted or installed in CVWD SHRUB LANTANA GAMARA VARS. NEA GOLD 15 GAL 14 MOD 0.5 (010.0. MOD 0.5 and USBR easements or right-of-way without first obtaining an encroachment permit PLANTING NEA GOLD LANTANA from CVWD. PLAN LAVANDULA ANSUSTIFOLIA 15 SAL 60 LON 0.2 5' O.G. MOD 0.5 DATE WATER MANAGEMENT SUPERVISOR DESIGNED J.L. 0- LAVENDE:R LEUGOPHYLLUM LAND I DUM 15 SAL 15 LON / MOD 0.5 5' O.G. LON 0.2 DRAWN J.L. SA55 LIRIOPE MUSGARI 5 GAL 12 MOD 0.5 I8" O.G. MOD 0.5 CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR CHECKED SMP 510 BLUE LILY TURF DATE 01.17.07 O MYRTUS COMMUN I S "GOMPAGTA' 15 SAL 12 MOD .05 4' O.G. MOD 0.5 NOTE : JOB NO.124455 TRUE MYRTLE NO TREES SHALL BE PLANTED Y�l I TH I N C M.W.D. CAD F LI PSNSTEMON � �►egriaMShrub SUPERBU5 5 GAL. 20 LON 0.2 1 .5 O.G. LON 0.2 EASEMENTS OR RIGHT-OF NAYS. SHEET NUMBER �-SUPERB PENSTE:MON „ _ SGAL_E : I/8 - I '-011 X ROSMARI NUS OFFICINAL 1 S 5 64L 14 MOD 0.5 6' o.C. MOD 0.5 NOTE: CONTRACTOR SHALL I DENT I F`I' AND ROSEMARY NOTIFY LANDSCAPE ARCHITECT OF ALL UTILITY I PL� 2 CONFLICTS PRIOR TO I NSTALL.A71 ON o, 8' ,6' 24' NORTH OF 12 SHEETS 05-01-07 8 I PREVAILIN6 1. 'CINCH-TIE' BY V.I.T. CO. 1 2 WIND ,� _ _ ,� -,� ((O l q) 675-1760 Stakes to be 2. LODGEPOLE PINE STAKE 2 outside of rootboll x 12' LONG FOR ALL TREES. GUT OFF TOP OF 3 EXCESS STAKE TO MINIMIZE SUMMERS/MURPHY & PARTNERS, INC �\ 3 DAMAGE TO TREE. LANDSCAPE ARCHITECTS J � 34197 COAST HIGHWAY, SUITE 200 5. 2" COMPACTED LAY (949) 4431446 FAAXX (949) 443 1631 ER DANA POINT, CALIF 92 DECOMPOSED GRANITE. 94 REFER TO TREE PLANTING PLAN FOR SPECIFICATION. p TOP OF ROOT GROWN TO F.� �ANMurph Fq / S BE AT FINAL GRADE.I C, _II1I / I 2 FROM - KEEP D.G. AWAY 5 GROWN OF PLANT Signature - -_ - - - - - I 3 4. FINAL GRADE R Rene -08 wal Date - - 6 - 5. 1000161 SITE NATIVE BAGKFILL OFCALt�O���P 5 X DIAMETER *RE0uIRED BY C.V.W.D. -III 7 5 6. PLANT PIT EXCAVATION OF ROOT BALL 3 X DIAMETER *REQUIRED BY C.V.W.D.* 7. ROOTBALL These drawings and/or the accompanying specifications I. TREE OR SHRUB - REFER TO PLAN FOR TYPE 4 LOCATION OF ROOT BALL 6 8. UNDISTURBED NATIVE are the exclusive property of SUBGRADE. Summers/Murphy & Partners, 2. 2" LAYER AFTER COMPACTION OF DECOMPOSED GRANITE- I. SHRUB- REFER TO PLAN FOR TYPE I$ LOCATION Inc. and their use and publi- REFER TO TREE PLANTING PLAN FOR SPECIFICATION. cation shall be restricted to the TOP OF ROOT BALL TO BE AT FINAL GRADE. 2. 2" LAYER DECOMPOSED GRANITE AFTER COMPACTION- I NOTE: REFER TO SHRUB PLANTING PLAN FOR SPECIFICATION. MIN. TWO TIES (TOP $ BOTTOM) original site for which they KEEP D.G. AWAY FROM - - % were prepared. Re-use, repro- GROWN OF PLANT TOP OF ROOT GROWN TO BE AT FINAL GRADE. - - REQUIRED. duction or publication by any 5. FINAL GRADE 5. FINAL GRADE WRAP STAKE TO FORM method, in whole or part, is KEEP D.G. AWAY FROM prohibited except by written 4. 1009c 51TE NATIVE BAGKFILL GROWN OF PLANT FIGURE EIGHT. NAIL W/ (1) permission from Summers/ 4. 100% SITE NATIVE BAGKFILL _ GALV. NAIL THROUGH EACH Murphy & Partners, Inc. 5. PLANT PIT EXCAVATION - - 5 TIMES THE 51ZE OF THE ROOT BALL 5. PLANT PIT EXCAVATION- 5 TIMES TIE INTO POLE. 6. ROOTBALL THE S 1 ZE OF THE ROOTBALL = - -7. UNDISTURBED NATIVE 5UBCGRADE _I 6. ROOTBALL 8. EXISTING SLOPE 5 X DIAMETER REQUIRED BY G.V.W.D. 7. UND 15TURBEP NATIVE SUBGRADE OF ROOT BALL ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERT'S CURRENT INSTALLATION CITY OF PALM DESERT'S CURRENT INSTALLATION CITY OF PALM DESERT'S CURRENT INSTALLATION AND MAINTENANCE GU 1 DEL I NES. AND MAINTENANCE GUI DEL I NE5. AND MAINTENANCE GUI DEL I NES. Revised March 1, 2007 per City of Palm Desert's Comments Revised March I, 2007 per City of Palm Desert's Comments Z p y Revised March I, 2007 per Gity of Palm Deserts Comments p y O SL=®FE FL=AN71 NC:7 SHRUE3 PL=AN71 N6 I TREE 57A< I NO AND L=AN71 NC-7 W W Q NOTES: <Q�aa ALL PALM TREES ARE TO BE ROW 5 0 0 0 0 "BARE ROOT" AND MEET 2 THE MINIMUM BROWN TRUNK SPECIFICATION AS ROW 2 0 0 3 INDICATED ON PLAN. t� v I• 2" LAYER OF COMPACTED t- ILI DECOMPOSED GRAN I TE- REFER tV ROW 1 _ 0 0 0 T TO TREE PLAN FOR SPEC I F I GATI ON p I 4 LU_ � KEEP D.G. AWAY FROM N M GROWN OF PLANT LU zZ I H to 2. TOP OF ROOTBALL TO BE 5 2 AT SAME ELEVATION AS .% 1. I/4 XI I/2 STAINLE SS STEEL EYE SCREW IN DUG FROM FIELD. MASONRY LEAD ANCHOR SHIELDS K 0 LO Cc 2. 12 GA. GALVANIZED WIRE. SECURE VINE ri v 3 5. ROOT BALL W W) O TO WIRE WITH 1/2 GREEN NURSERY TAPE. m IL Lu 4 ix C4 TAPE SHALL BE TIED IN A MANNER THAT w 4. F I NAL GRADE Z H 15 JUST TIGHT ENOUGH TO HOLD VINE AND O fA d } DOES NOT CONSTRICT GROWTH. W V 5. AREA NATIVE SAND BAGKFILL 5. FUTURE EYE SCREWS PIT TO BE 5 TIMES LLI Q 4. ANGLE BACK TRUNK OF VINE TO WALL - L = 5 THE SIZE OF THE ROOT BALL O W 0 U AND REMOVE STAKE, SECURE PLANT TO WIRE = (b. UNDISTURBED NATIVE SUBGRADE W = a. co 5. MASONRY WALL Z ; Z -I 6 0 � oc CCU NOTE- I O FOR 5 GALLON VINE, INSTALL ROWS I AND 2. _11 = -lj FOR 15 GALLON VINE, INSTALL ROWS 1, 2, AND 5. Z THIS DETAIL PERTAINS TO ALL FENCE/MASONRY WALLS. 3 X DIAMETER REQUIRED BY OF ROOT BALL AT BUILDING WALLS; REFER TO SEPARATE VINE TRELL 1 S DETAIL ON TH 1 S SHEET. ALL PLANT INSTALLATION SHALL MEET THE W BALL VINES TO BE STAKED C 1 TY OF PALM DESERT'S CURRENT INSTALLATION Q AND MAINTENANCE GUI DELI NES. V Revised March I, 2007 per City of Palm Desert's Comments Revised March I, 2007 per City of Palm Desert's Comments Q Z Co Q 4 VINE ATTA� M :5 � ENT 2 FALM LANTINC o z U. W a� 6 -O�� MAX. 6-O�� MAX. W (CAN 8E I PANEL) Q WO Cn 2 -J W Q � O � C; � c.� ao - J 3 Q 0 _ M th Z a. Z 4 c LL = J Z VOW LLJ 6 o 0.Q Quo CO C) 11 I I I I I I-1 I I-1 11=1 I I-1 1 11 11=1 1 11 I I a"iL I 1=1 1 11 1 11 11=1 I I-1 1 11 11=1 I I a -III- III=1 11 1 i-I 11=1 11=1 11 1 I I- d III I I 1=1 11=1 11=1 1 1 I I-III- d I SHEET DESCRIPTION _(z =1 1 I ° I I=1 I II 1=1 I-III-III-I 1 11 I a I I d 1 11 -1 I-1 I-1 1 11 1 11 I -1 I I I =1 III- !-J III1 I =1 I I1 I I-1 I1 1=1 I- U ° III1 I I-1 I -1 I I1 I1 I I-1 III; 8 PLANTING -III I I I-1 I I-I I I-I I I-III-I I doe I I-III III-III-III-III III-III a l I- -111 „III-IIIIIIIIIIIIIIIIIIIIIII�IIIIIII�IIIIIIII�IIII-III, ,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIII DETAILS 12" DIA. SEGTION/ELEVATION VIEW These plans have been reviewed by the Coachella Valley Water District in accordance DESIGNED SMP with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local DRAWN SMP LEGEND / S T R G governing agency (City or County). "Approval of this drawing by CVWD staff does not CHECKED constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, SMP I. BALL FINIAL 4. 3/4" DIA. X 5" L 2 - N walls, and permanent structure of any kind may not be planted or installed in CVWD DATE DOWEL and USBR easements or right-of-way without first obtaining an encroachment permit 1.17.07 2. 4x4 POSTS - PVC/VINYL 5 - - - - from CVWD. JOB NO.124455 OR TUBULAR STEEL, SET 5. DRILL I/2" DIA. - - - IN CONCRETE FOOTING HOLE THROUGH POST 3 CAS FILE WATER MANAGEMENT SUPERVISOR A egnaPlntngDetails 5. HEAVY 12 GAUGE WIRE - 6. FINISH GRADE 4 DATE SHEET NUMBER WRAP AROUND a SECURE TO DOWEL. PULL WIRE -7. CONCRETE FOOTING TAUGHT THROUGH DRILLED DETAIL CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR PD �l HOLE 8. COMPACTED SUBGRADE SCALE: 2" - 1'-0" VINE TRELLIS @ BUILDING OF 12 sHEETs 05-01-07 I. GENERAL / GRADING 4 DRAINAGE 4. Compaction - Compaction by tamping shall not be done in layers exceeding A. Contractual Relationship eight inches in loose depth with each layer thoroughly compacted between. In the performance of this contract, Contractor shall hold Landscape Architect C. Glean-Up and Testing II. GENERAL NOTES and Ow y Owner harmless from an and all liability, costs and charges arising out of, I. Prior to covering of trenches, drain line and basins shall be checked to insure I. GENERAL SITE PLANNING or in connection with, contractors, employees, or it's agent's negligence, omissions, proper flow and water tightness. The owner's site construction manager shall A. Gln-U SUMMERS/MURPHY dt PARTNERS, INC errors. verify installation and obtain Givll engineer GertifiGQtiOn. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALY515 SHALL BE eap PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW LANDSCAPE ARCHITECTS AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE 501L 34197 COAST HIGHWAY, SUITE 200 2. The piping systems Shall be flushed and cleaned prior to connecting to AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE I. After al I installation operations have been completed, remove all DANA POINT. CALIFORNIAAX (9924 3 B. Errors or Conflicts SPECIALIST. rubbish, excess soil, empty plant containers and trash from the site daily. (949) 443-1446 FAX (949) 443.1631 If any errors or conflicts are discovered in the plans or notes, they shall be existing drain line, catch basin or storm drain systems. e Architect t0 issue clarification. 3. Upon completion of work, remove debris, tools and surplus material from site. All scars, ruts or other marks in the area caused by this work shall be brought to the attention of the Landscape p p repaired and the ground left in a neat, orderly condition. Leave site in NDSc A. Weed Control for all planting Areas. broom-clean condition at the end of each working day. Hose down all ��,� M Murph pFq G. Additions, Deviations and Alterations paved areas, including walks and patios, upon completion of all work No deviations or alterations from the plans and specifications will be permitted and each working day. unless authorized by the Owner or the Landscape Architect. Should deviation I. Remove all existing weeds from site. Qf from pIons and notes become necessary due to conflicting site conditions, Owner, B. Maintenance Signature -31-08 City of Palm Desert shall approve in advance an such 7 Landscape Architect and y pp y 2. Install irrigation. * Renewal Date such deviation. No additional work will be authorized without the express written I. The Contractor shall maintain during installation a sufficient number of s Date �P workers and adequate equipment to perform the work herein specified. �qrF o wner. of cAUF authorization from the O all maintenance work shall meet or exceed the the City of PQIm Desert's 5. A State of California Licensed pest control applicator shall apply "Low water ordinance"; and follow the maintenance schedule $ guidelines These drawings and/or the D. Interpretation systemic. weed killer to all planting areas. established in the City of Palm Desert's "Desert Flora" accompanying specifications The Contractor shall comply with the obvious intent and meaning of these plans Maintenance Guide, current edition. are the exclusive property o Summers/Murphy & Partners, and speifications which shall be construed to include all labor, material, tools c and a ui ment necessary to complete the work specified herein in a B. Soil Preparation $ Finish Grading Inc. and their use and publi- q P y P cation shall be restricted to the workmanlike manner in strut accordance with plans and notes. Should any 2. After all work has been completed inspected and accepted all areas original site for which they uestions arise as to the intent and interpretation of these plans and notes, I. Rough grade: Site to be received by Landscape Contractor to within were prepared. Re-use, repro- q 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. will be maintained for a period of ninety (q0) calendar days or as long as duction or publication by any Contractor shall refer to Owner and Landscape Architect whose decision determined by the Landscape Architect to establish thriving trees, vines 4 shrubs. method, in whole or part, is prohibited except by written thereon shall be final. 2. Finish grade: Finish grading to consist of grading, raking and hand work permission from Summers/ necessary to achieve desired contour and flow line patterns, based 5. Keep all areas weed-free, adequately watered, and neat Murphy & Partners, Inc. E. Observation and Rejection of Materials and Workmanship furnished or performed b Contractor shall be upon Civil Engineer's plans, resulting in evenly finished surfaces free o for the ninety (a0) day period. Remove all debris from site and keep All materials and workmanship p y debris and litter. Subject to final observation and acceptance b Owner and Landscape Architect the entire site broom-clean. p y upon completion of all contract work whether previously aid for or not. At an 5. Shape mounds as shown on the tree/ planting plans.p y p y p P g p 4. Damage to any planted area shall be repaired immediately. Depressions and all times during the performance of this contract, Contractor shall make Contractor to import soil necessary to attain design grades and berms. caused by vehicles or foot traffic shall be filled with native soil, leveled available for observation, test and approval, materials and workmanship. Failure All import soil shall be free of weeds, debris, and shall be and replanted. Exterminate gophers, moles and repair damage. of such observers to make observation, tests or approvals shall not prejudice similar to existing site soils in texture, type and chemical analysis. Decomposed granite shall be replaced os needed. the right of Landscape Architect or Owner on final observation. Contractor Finish grading shall be free of depressions or high spots, to provide shall Promptly replace any and all material, workmanship and equipment which smooth and even surfaces for proper drainage. Final grade shall be Z does not conform to the plans and notes. All materials used on this contract I w w p below of curb. Remove from the site all stones over 2 in p 5. The project shall be so cared for that a neat, clean condition will be cn Shall be new and the best marked quality unless specified otherwise. size. presented at all times to the satisfaction of the Owner and Landscape 4. To dress all shrub areas with a 2" layer of decomposed granite after compaction Architect. The Landscape Contractor shall be expected to make a oc p g maintenance purposes. W y eekl visit for p mi nimum of one w F. Samples �� IQI s ecification. y p p �- p Refer to the Tree Planting Plans for mater p When so required by the Owner or Landscape Architect, Contractor shall submit for approval samples of the various materials, and specify finish thereon. (:6. The Contractor shall request a final site visit seven (1) days prior to the ' enance period. This re uest shall be written and end of the maintenance a G. Local Codes p All construction shall conform to all local building codes and ordinances. It is G. Planting directed to the Owner and the Landscape Architect. Upon written Contractor's responsibility to verify all codes prior to commencing work. acceptance Of the project, the Contractor shall be relieved of any � p y Plant trees, vines and shrubs as called for where indicated on further maintenance. H. Utilities Planting Plans and as detailed on Planting Detail sheet. r verifying the location of all underground Contractor shall be responsible for y g g G. Guarantee utilities, electric cables, conduits, sprinkler lines and all utility lines prior to any Plant substitutions are not permitted. Any modification or substitution � to these plans shall be approved by the City of Palm Desert prior to execution. All plant installations shall be guaranteed to live and grow to a period of construction. ninety (q0) days after installation and acceptance by the Owner. I. Removal of Debris and Glean-Up Stake (only those trees that need it) as detailed on Planting Detail Sheet. Trees shall be guaranteed for one year. Any material that fails to grow `O M Contractor shall thoroughly clean and keep free of debris and waste material through the specified maintenance and guarantee period shall be replaced CM M by the Contractor at no cost tote Owner. UJ entire construction area to the satisfaction of the Owner and City of Palm Desert. H � J. Genera D. Observation � .� The general conditions and any special conditions that Owner may require shall j apply with the some force and effect as though written in full herein for all I. Observation visits specified herein shall be made by the Landscape W to 0 construction sections. Architect or his representative. The Contractor shall request W to O observation at least two (2) working days in advance of the time that theIX cy 11. 51TE EXCAVATION AND ROUGH GRADING D. Plant Purchases observation is requested. Z H Scope of Work - Provide all labor, materials, tools, equipment, transportation and 2. Observation visits are suggested for the following parts of the work: O co W (� � necessary incidentals for the completion of all clearing, stripping, excavating, F— � backfilling, grading and related work as shown on the drawings, including but not ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE (,� oftQ the followin ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE a. Upon completion of grading and soil conditioning prior to planting. O W � limited to g LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS . () and other existing work which is OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE b. When trees are spotted for planting, but before planting holes are _ cc e A. Protection of all curbs, walks, walls, structuresg W CONTRACTOR. FOR ALL TREES ABOVE 36" BOX, CONTRACTOR excavated. O W to remain. SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / 0~0 � 0 5HRUB5 24" BOX AND UNDER, CONTRACTOR MAY 5UBMIT A c. Written acceptance of the project to release the Contractor from O Q T C) B. Clearing and stripping site of brush, debris and other foreign materials as "REPRE5ENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT further maintenance shall occur after Final Observation with the Owner outlined in the drawings. RE5ERVE5 THE RIGHT TO REJECT MATERIAL DELIVERY TO THE 51TE or his representative at the end of the maintenance period. CO) NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE Z G. Excavation for all foundations and footings to the dimension and depth shown on APPROVED PHOTOGRAPHS. i the drawings. Bottoms of excavations shall be smooth and lev el. All loose NOTE: material shall be removed therefrom. REGARDLE55 OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER a APPROVALS; THE G I TY OF PALM DESERT LANDSCAPE INSPECTOR REFER TO THE TITLE SHEET OF THIS PACKAGE FOR THE G I TY OF PALM W D. Sub rades shall be watered and compacted to a relative compaction of q5%. RE5ERVE5 THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. DE5ERTS LAND50APE INSPECTION SCHEDULE. Q g E. 5ubgrades under all paving shall be true to grade and cross section, hard, E. Verification of Dimensions a_ Co v <C Z o uniform and smooth prior to placement of base material. — � Z I. All scaled dimensions are approximate. Before proceeding with any work, O Z F. Backfillin of all excavations and trenches after placement of foundations, walls, the Contractor shall carefully check and verify all dimensions and 01 LL g walks, utilities, etc., as outlined on the drawings. Compaction of backfill shall be quantities, and shall immediately notify the Landscape Architect of any E. Plant Deliveries discrepancy between the drawings and/or specifications and actual J Q W In acceptance with Engineer's s ecif specifications. P y p Pone in an area where there is such a C) � conditions. No work shall be d I. The contractor shall coordinate plant deliveries with the Landscape y Q _ Q G. Grading of areas indicated in the drawings including bringing existing grades to Architect. The contractor shall provide minimum -12 hour advance notice of discrepancy. All discrepancies shall be brought to the City' of Palm Desert's s. Architect ample time to also notify attention prior to continuation of work. � � Z within 1/10 foot plus or minus. Final design grades as indicated on the drawing plant deliveries permitting Landscape Arch p y the City of Palm Desert landscape inspector of plant delivery dates and co 2 H. Stockpiling of excavation material or import top soil fill and sand shall be as times. F. Utilities Q WO 2 outlined on the drawings or as approved by Landscape Architect. 2. The landscape contractor is obligated to insure plants loaded on delivery I. The Contractor shall be responsible for verifying the location of all U I previously approved b the underground utility it lines and boxes (as shown on ions) prior to any � 1100 � I. Glean up and remove all debris and surplus material and remove from site. trucks prior to site delivery are those plants prevlou y pp y g y p pJ Landscape Architect and the City of Palm Desert Landscape Inspector. construction so that proper precautions may be taken not to damage = M Q such lines and utilities. the Landscape Architect has taken additional (L Z III. D RAINAGE approved, or those that do not efforts as art of the plan preparation process to Identifythe W Q 3. Any plants that are not those previously approv p p p p Scope of Work - Provide all labor, materials, tools, equipment, transportation and meet the minimum specifications established through the photograph and proposed location these utilities and coordinate tree and plant Z 11.- O w J necessary incidentals for the completion of all drainage systems as shown on the specification submittal process sha ll not be loaded and delivered to the placements to coincide w W with their locations. The contractor shall bring (� W drawings, including but not limited to the following: job site. any discrepancies to the Landscape Architect. All discrepancies shall O � Q O J be brought to the City of Palm Desert's attention prior to continuation Old V A. Materials 4. Any plants damaged during loading transportation or off loading shall be of work. I. Acrylonite ButQlene - Styrene (ABS) Schedule 40 drain pipe, perforated or replaced. Damage is defined and may include but is not limited to trunk non-perforated in diameters shown on the drawings. scaring, broken limbs, defoliation and wind burn. The Landscape Architect CONTRACTOR QUALIFICATION NOTE: SHEET DESCRIPTION and the City of Palm Desert Landscape inspector reserve the right to ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED G-2 2. Basins and Drains - High impact plastic Styrene drain basins, catch basins reject any $ all plant material. I deck drains and/or recast concrete ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-5PLANTING with grates, high impact plastic Styrene d p ALL MA50NRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2Q and catch basins and cast iron rate in diameters and sizes as SPECIFICATIONS dram box a g shown on the drawings. Stainless steel or brass deck drains in hordscope as shown on the drawings. F. Plant Storage These plans have been reviewed by the Coachella Valley Water District in accordance DESIGNED SMP B. Trenching and Laying Pipe P T R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. DRAWN I. Trenches to pitch a minimum of 1/5" per foot unless otherwise indicated on the I. Prior to plant deliveries, the contractor shall establish a staging area requiring efficient landscape and irrigation design in cooperation with the local SMP drawings. Contractor to verify all invert elevations and trench depth prior to where deliveries are to be received. This staging area shall be adjacent o s T R C' governing agency (City or County). "Approval of this drawing by CVWD staff does not CHECKED excavation. to the installation area however away from heavy construction and constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, SMP equipment that may cause damage. walls, and permanent structure of any kind may not be planted or installed in CVWD DATE smooth and continuous to flow direction. A hol low and USBR easements or right-of-way without first obtaining an encroachment permit 1.17.07 2. Bottom of trench shall be 2. The contractor shall provide manpower as needed to adequately maintain JOB NO. Shall be made to receive bell of pipe so the joint will not bear upon the plants located in the staging area. This includes but is not limited to hand from CVWD. 124455 ILE subgrade. Adjustments to line and grade shall be made by scraping away or watering, protection from wind or other damage and theft. filling in with backfill under the base of the pipe and not by wedging or DATE WATER MANA GEMENT SUPERVISOR CAD Fria- lantin S ec SHEET NUMBER blocking. 5. Trench material Shall be used for backfill. However, no rocks or lumps CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR � shall be used. Aelded joints shall be given at least 15 minutes setup Psi before handling. Above the level of initial backfill, the trench may be backf i I led with trench material. OF 12 SHEETS PLANT I 1�C� 5f=E(fdF1 (f,--,AT10N5 Revised; March I, 200� Per City of Palm Desert's comments. &ENERALSITE / &RAL;) IN& � E�RAINA&E SFEC/ IFIC/ATIONS 05-01-07